division office complex

Note Submitted :Sir,

Sub:-

Ref :-

******* *******

Description

Living rooms with sit-out 25 6.22 x 3.65 567.58

Bath rooms with WCs 161.38 x

2.3151.00

1 2.38 x 1.51 3.59

Kitchen with Store 1 6.10 x 5.08 30.99

Dining Hall 1 6.10 x 6.10 37.21

Wardens room - cum- Office

(a). Office Room & Kitchen 1 6.10 x 3.65 22.27

(b). Bed Room 1 3.55 x 3.76 13.35

1 6.10 x 3.05 18.61

Recreation Room 1 6.10 x 3.05 18.61

Security Room 1 3.05 x 3.05 9.30

Generator Room 1 3.05 x 3.05 9.30

1 2.43 x 3.65 8.87790.68

Construction of Post Matric Hostel for girls at Paloncha (V&M) in Khammam District- Detailed Estimate - Technical Sanction - Rs 128.81 Lakhs - Reg.

1. GO Rt No. 345 dated 06-07-2012 of School Education (SE-PROG 1) Dept, Andhra Pradesh, Hyd,

2. Lr. No: AE1/SE/APEWIDC/HYD/MS-GH/WGL, Dtd 18.9.2012 of the Superintending Engineer, APEWIDC.

The Principal Secratary to Government, Education(SE-PROG.I) Dept., Government of Andhra Pradesh, Hyderabad have accorded Administrative Sanction for Construction of (355) Girls hostel Buildings in the premises of Model Schools through G.O.Rt. No. 345, Dated 06-07-2012 with a unit cost of Rs. 1.288 Crores in various Places in Andhra Pradesh, includingConstruction of Post Matric Hostel for girls at Paloncha (V&M) in Khammam District

The Funding Pattern is : 90% of the capital cost will be borne by the Central Government and the balance 10 % will be provided by the State Government. While planning and designing the building and other infrastructure for the model school attached Girls hostel buildings all standard norms were adopted thous altogether 32 rooms are to be constructed with following provisions:

No of Rooms

RoomSize

Area in Sqm

Bath rooms with WCs for differently able students

Mini Library-cum- Reading Room

Medical Check-up -Cum- Visitors Room

The total plinth area of the builidng including walls & circulation area is arrived as 1097.00 Sqmt are 11803.00 Sft.

The Detailed Estimate is prepared with the following common provisions:

1 Earth work excavation in all types of soils for open foundations

2

3 P.C.C (1:4:8) prop: nominal mix for foundations for columns.

4

5 Random Rubble Stone masonry in CM(1:8) prop, for basement.

6 Filling with useful available excavated earth in trenches, sides of foundations and for basement filling.

7 Flush pointing to RRS masonry in CM (1:3) for basement.

1

2 Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work.

3 Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work.

4

5

6

7

8

9

10

11

Civil works include construction of security room , Generator room, compound wall and gate, septic tank, drinking water facilities, electrification including fixtures. This estimate is prepared adopting the type design communicated . The total plinth area is 1117.14 Sft

Vide reference 2nd cited the Superintending Engineer has submitted the detailed estimate duly adopting the type design.

A) Foundations and Sub-Structure:

SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection.

P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete for flooring.

VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level.

B) Superstructure:

VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Columns, Roof Beams, Roof Slabs.

P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts.

RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.

RCC M 25 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan.PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed graded metal for steps .

Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure.

Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class traditional bricks for Partition walls.

Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for even face of walls.

Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls.

12 Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4).

13

14

15

16

17 Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm.

18 Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour.

19

20

21 Painting to wood work, flush shutters with luppam finish.22 Painting two coats with synthetic enamel paint 1st grade to new iron work.

23

24

25

26 #REF!

27 #REF!

28 NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with

i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3).

29

AMENITIES:

Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3) prop. 20 mm thick (average) mixed with water proofing compound.

Flooring with Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs.

Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab.

Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick.

Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls.

Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour.

Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutters Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).

1

2

DATAS & RATES:

The Superintending Engineer has submitted the sub-estimate for Water supply and Sanitary Arrangements as per the requirements based on approved plan and the same may be allowed.

The Superintending Engineer has submitted the sub-estimate for Internal Electrification as per the requirements based on approved plan and the same may be allowed.

The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 2011-2012. Cement and Steel rates are adopted as approved by the committee of the Chief Engineers for the month of August 2012.

SPECIFICATIONS:

Quarries:

Overhead Charges & Contractor’s Profit:

VAT:

The SE has proposed following other provisions in the estimate

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The SE has proposed following Lumpsum provisions in the estimate

The estimate is submitted for according technical sanction.

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The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions.

The Superintending Engineer has proposed 20 % on labour charges towards Agency area allowence and necessaey certificate is enclosed in the lead chart, hence the same may be allowed on the responsibilty of the SE, APEWIDC Guntur

14% towards overhead charges and contractor’s profit put together has been proposed by the SE APEWIDC Guntur in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PW-REFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations. Hence the same may be allowed.

Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Guntur, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be allowed at 5% of ECV.

The Estimate is scrutinized and here-with put up for kind perusal and for according technical sanction for Rs128.81 Lakhs. The Draft 'Bill of Quantites' and BID document is also here-with put for kind perusal and approval.

AE/AEE Dy. EE EE SE CE

Estimate

Name of the Work

Estimate Cost Rs. 128.81 Lakhs

Section : Badangi

Sub-Division : Vizianagaram

Division : Vizianagaram

Circle : Guntur

A.P.E.& W.I.D.C: Engineering Department

Construction of Post Matric Hostel for girls at Paloncha (V&M) in Khammam District

SPECIFICATION REPORT

Estimated cost Rs. 128.81 Lakhs.

Name of work:

Authority:

Living Rooms with sitout &drying space : 25 nosLibrary cumReading room : 1 nos

Recreation room : 1 nos

Medical checkup Room : 1 nosKitchen : 1 no.Dining hall : 1 no.Residential accomdation for warden : 1 no.Security room : 1 no.Generator room : 1 no.Office Room : 1 no.Toilets with bath : 16 no.Toilets for specially need students : 1 no.


The Principal Secratary to Government, Education(SE-PROG.I) Dept., Government of

Andhra Pradesh, Hyderabad have accorded Administrative Sanction for Construction of

(355) Girls Hostels attached to Model Schools vide G.O.Rt. No. 345, Dated 06-07-2012

with a unit cost of Rs. 1.288 Crores in various Places in Andhra Pradesh,

includingConstruction of Post Matric Hostel for girls at Paloncha (V&M) in Khammam

District, with a funding pattern of 90% of Central Share and 10% of State Share

While planning and designing the building and other infrastructure for the model schools specification as stipulated by GOI, specified norms are adopted. A Model Plan is preprared as per the scheme norms of Girls Hostel. The hostel is proposed to accommodate 100 students in G+1 with following accommadation.

As per the Girls hostel norms, altogether, 34 rooms are to be constructed as follows:

The estimate is prepared dully adopting the type design prepared by the APEWIDC and approved by the Govt. of India. The required accomdation is propoaed in Ground floor and first floor

Provisions:

The Detailed Estimates are prepared with the following common provisions:

1 Earth work excavation in all types of soils for open foundations

2

3 P.C.C (1:4:8) prop: nominal mix for foundations for columns.

4

5 Random Rubble Stone masonry in CM(1:8) prop, for basement.

6

7 Flush pointing to RRS masonry in CM (1:3) for basement.

1

2

3 Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work.

4 P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts.

5

Civil works include construction of security room , Generator room, compound wall and gate, septic tank, drinking water facilities, electrification including fixtures. This estimate is prepared adopting the type design communicated . The total plinth area is 1117.14 Sft

A) Foundations and Sub-Structure:SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection and sbc report.

P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete for flooring.

VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level.

Filling with useful available excavated earth in trenches, sides of foundations and for basement.

B) Superstructure:

VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Columns, Roof Beams, Roof Slabs.

Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work.

RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.

6

7

8

9

10

11

12 Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4).

13

14

15

16

17

18 Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour.

19

20

21

RCC M 25 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan .

PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed gradedmetal for steps .

Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure.

Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class traditional bricks for Partition walls.

Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for even face of walls.

Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls.

Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3) prop. 20 mm thick (average) mixed with water proofing compound.

Flooring with Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs.

Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab.

Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick.

Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm.

Providing Green Chalk Board of size 3.00 x 1.2 mm including border with palstering in CM (1:2) 12 mm thick as base coat and 3 mm thick top coat with cement green oxide powder in (1:1) prop.

Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls.

Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour.

22 Painting to wood work, flush shutters with luppam finish.

23 Painting two coats with synthetic enamel paint 1st grade to new iron work.

24

25

26

27 #REF!

28 #REF!

29

i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3).

30

AMENITIES:

1)

2)

Supply and Fixing of Medium Teak Wood Main Door with Double leaf shutter and grilled & Glazed side panel is proposed. Door Size is 4.00x2.13 mtrs with Medium teak wood Frame and Medium teak wood Shutters. Fixtures are of brass metal for elegant look and q

Supply and Fixing of Door with Single leaf shutter, Door Size 1.22x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick.

Supply and Fixing of Door with Single leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick.

NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with

Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).

Sub-Estimate is prepared for Water supply and Sanitary Arrangements as per the requirements based on approved plan.

Sub-Estimate is prepared for Internal Electrification as per the requirements based on approved plan.

DATAS & RATES:

SPECIFICATIONS:

Quarries:

Overhead Charges & Contractor’s Profit:

LUMP SUM PROVISIONS:

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The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 2011-2012. Cement and Steel rates are adopted as approved by the Committee of the Chief Engineers for 0

The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions.

The nearest leads, quarries are adopted while preparing the Datas, and as per the location of the site 20 % allowance on labour is proposed towards Agency area allowence

14% towards overhead charges and contractor’s profit put together has been proposed in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PW-REFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations.

Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Guntur, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be provided at 5% of ECV.

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The estimate is submitted for according technical sanction.

AEE/AE Dy. Executive Engineer Executive Engineer

TW/ Gundala TW/SD/ Sudimalla TW/Division/ Bhadrachalam

00

SPECIFICATION REPORT

The estimate is prepared with following provisions

1

2

3

4 Lintels

5 Sunshades

6 Roof Beams

7 Roof Slab 115 mm Thick

8 Roof Slab 100 mm Thick

9 Wearing Coat 50 mm Thick

10

11

12

13

14

15

16

17

18 L.S. Provision for unforseen items

The Detailed Estimate is Prepared with Current SSR 2013-14

Eartly Technical Sanction is solicited

Specification Report accompanying the work " Special Repairs to ZPHS in Tekulapalli (V) and Tekulapalli (M) in Khammam District " Was administratively sanctioned for Rs. 12.00Lakhs vide proceedings RC No. 767/C4/2012 Dt: 16.04.2013 by DEO Khammam Maintenance of High schools in Khammama District.

DISMANTLING clearing away and carefully stacking materials useful for reuse. Brick Masonary including Cost and conveyence of all charges for clearing away the debris etc.,

DISMANTLING clearing away and carefully stacking materials useful for reuse old cement plastering including Cost and conveyence of all charges for clearing away the debris etc.,

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., complete for Lintels

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials etc., complete for finished item of work.

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials , etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904)

Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like etc., complete for finished item of work. (APSS No. 402).

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, etc., complete for finished item of work.(APSS No.703 & 701)

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, etc., complete for finished item of work in all floors. (APSS No.126)

Supply and Fixing of non teak wood door of size 1.05 x 1.95 with fully pannealed including cost and conveyence of all charges

Supply and Fixing of non teak wood Window of size 0.45 x 1.06 with fully pannealed including cost and conveyence of all charges

Supply and Fixing of non teak wood Window of size 0.40x1.22 m with fully pannealed including cost and conveyence of all charges

Asst. EngineerTW/ Gundala

Dy. Executive EngineerTW/ SD/Sudimalla

Executive EngineerTW/ Division/Bhadrachalam

GENERAL ABSTRACT

Sl. No. Description of Item

01 Construction of Sub division Office (GF ) 4646573.00

02 Construction of Division Office (FF ) 3305345.00

03 1730785.00

04 Septic Tank 181370.00

05 Compound wall 1232679.00

11096752.00

06 Water supply & Sanitary at 12% 1331610.00

07 Electrification at 12% 1331610.00

Sub-Total :: 13759972.00

13759972.00

08 VAT @ 5% 687999.00

09 QC charges @ 0.50% 68800.00

10 Price Adjustment 350000.00

11 10000.00

12 Power connection charges 15000.00

13 Unforeseen & rounding off 108229.00

TOTAL :: 15000000.00

Asst. Engineer Dy.Executive Engineer Executive EngineerPR Kothagudem PR.SD Kothagudem PR Division Kothagudem

Name of the work : Construction of PR Division Office anf Sub Division Office in Kothagudem, Khammam District

As per Working Estimate

Construction of Superintending Engineer Camp Office (SF )

Inauguaration and foundation stone And Name board

document.xls - GF 17 of 220

Construction of Sub division Office (GF )

DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT Rate

1 2 3 4 5 6 7 8 91

F1 1 × 24 2.40 2.40 2.40 331.776F2 1 × 8 2.00 2.00 2.00 64.000

395.78 cum 253.90 100488

F1 1 × 24 2.40 2.40 0.15 20.736F2 1 × 8 2.00 2.00 0.15 4.800

25.54 cum 3524.40 89999

2

FOOTINGSF1 1 × 24 2.20 2.20 0.600 69.696F2 1 × 8 1.80 1.80 0.450 11.664

81.36 cum 7721.50 628221

PEDASTALSF1 1 × 24 0.60 0.90 0.750 9.720F2 1 × 8 0.60 0.90 0.750 3.240

12.96 cum 8038.70 104182

PLINTH BEAMS

Long walls 1 × 6 19.960 0.230 0.450 12.395Cross walls 1 × 5 4.800 0.230 0.450 2.484

1 × 13 4.800 0.230 0.450 6.4581 × 2 5.460 0.230 0.450 1.1301 × 2 4.000 0.230 0.450 0.828

23.29 cum 9719.05 226405


Sl. No.

Amount2013-14

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Building Foundation

Plain Cement Concrete (1:4:8) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work. (APSS No. 402).

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings, Pedastal, Plinth beam



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

3

Upto GLC1 1 × 24 0.23 0.575 1.050 3.333C2 1 × 8 0.23 0.375 0.650 0.449Above GL up to plinthC1 1 × 24 0.23 0.575 0.900 2.857C2 1 × 8 0.23 0.375 0.900 0.621 up to roofC1 1 × 24 0.23 0.575 3.000 9.522C2 1 × 8 0.23 0.375 3.000 2.070

18.85 cum 9807.85 184898

4

Ground Floor

Over doors 1 × 7 1.5 0.23 0.200 0.483Over windows 1 × 12 1.5 0.23 0.200 0.828

1.31 Cu.M. 9980.85 13085

5

Long walls 1 × 4 19.960 0.23 0.450 8.2601 × 2 4.800 0.23 0.450 0.9902 × 3 2.000 0.23 0.450 1.240

Cross walls 2 × 5 4.800 0.23 0.450 4.9702 × 2 8.920 0.23 0.450 3.6901 × 10 2.000 0.23 0.300 1.380

Portico 1 × 2 4.000 0.23 0.450 0.830

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

1 × 1 5.000 0.23 0.450 0.52021.88 Cu.M. 9150.25 200207

6

Landing 1 × 1 4.80 2.20 10.560Flights 1 × 2 4.60 1.50 13.800

24.36 Sqm 1382.30 33673

7

Ground Floor SlabGround Floor Slab 2 × 1 19.96 18.98 757.680Portico 1 × 1 5.00 4.00 20.000

777.68 Sqm 1100.40 855759

8

Ground Floor1 × 10 1.50 0.60 9.001 × 2 5.00 0.60 6.001 × 2 2.80 0.60 3.36

18.36 Sqm 786.15 14434

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 175mm thick


Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Sunshades / Chajjas for 75mm thick at Fixed end and 50mm thick at Free end and for a width of 0.60 Mts. etc complete for finished item of work.



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

9 Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

Ground FloorUp to BasementLong walls 1 × 4 19.96 0.23 0.90 0.900cross walls 2 × 5 4.8 0.23 0.90 9.940cross walls 2 × 2 6.46 0.23 0.90 5.350

1 × 2 5.46 0.23 0.90 2.2601 × 2 4 0.23 0.90 1.660

20.11 Cu.M.

Super structureLong walls 1 × 4 19.96 0.23 3.00 0.900cross walls 2 × 5 4.80 0.23 3.00 33.120cross walls 2 × 2 6.46 0.23 3.00 17.830

1 × 2 5.46 0.23 3.00 7.5301 × 2 4.00 0.23 3.00 5.520

Deduction doors 1 × 7 1.20 0.23 2.10 -4.060Deduction windows 1 × 11 1.20 0.23 1.35 -4.100

56.74 Cu.M.76.85 Cu.M. 4415.80 339354

Ground floorToilet 2 × 1 1.44 2.00 5.760

2 × 1 0.90 2.00 3.600Railing 2 × 1 4.10 0.90 7.380Deduction 2 × 1 0.75 1.95 -2.930

13.81 Cum 554.20 7654

10

Ground Floor ::18.00 Mts 61763.00 1111734

11

Ground FloorDE Room 1 × 2 (7.03+4.8) 3.60 85.180

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using second class bricks of size 23 x 11 x 7 Cm having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126)

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904)



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

Anti room 1 × 2 (2.4+4.8) 3.60 51.840Computer Room 1 × 2 (4.8+4.8) 3.60 69.120Staff Room 1 × 2 (4.8+6.23) 3.60 79.420SO Room 1 × 2 (4.8+7.03) 3.60 85.180Toilets Room 2 × 2 (2.2+4.8) 3.60 103.680



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

Deductions Doors 7 × 1 1.20 2.00 -16.800Windows. 11 × 1 1.20 1.35 -17.820Ventilator 2 × 2 0.60 0.45 -1.080

438.72 Sqm 317.40 139250

12

Ground FloorDE Room 1 × 1 7.03 4.80 33.740Anti room 1 × 1 2.54 4.80 12.190Computer Room 1 × 1 4.80 4.80 23.040Staff Room 1 × 1 4.80 6.23 29.900SO Room 1 × 1 4.80 7.03 33.740Toilets Room 2 × 1 2.20 4.80 21.120Corrider 1 × 1 14.49 2.00 28.980

1 × 1 9.46 2.00 18.9201 × 2 2.00 4.46 17.840

Portico 1 × 1 5.00 4.00 20.000239.47 Sq.M. 146.10 34987

13

long wall 1 × 2 19.96 4.50 179.640cross walls 1 × 2 18.98 4.50 170.820

350.46 Sqm 215.15 75401

14

DE Room 1 × 1 7.03 4.80 33.740Anti room 1 × 1 2.54 4.80 12.190Computer Room 1 × 1 4.80 4.80 23.040Staff Room 1 × 1 4.80 6.23 29.900SO Room 1 × 1 4.80 7.03 33.740Toilets Room 2 × 1 2.20 4.80 21.120Corrider 1 × 1 14.49 2.00 28.980

1 × 1 9.46 2.00 18.9201 × 2 2.00 4.46 17.840

219.47 Sq.M. 1026.68 225325

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Flooring and Treads with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, .



1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

15

Ground FloorDE Room 1 × 2 (7.03+4.8) 0.10 2.370Anti room 1 × 2 (2.4+4.8) 0.10 1.440Computer Room 1 × 2 (4.8+4.8) 0.10 1.920Staff Room 1 × 2 (4.8+6.23) 0.10 2.210SO Room 1 × 2 (4.8+7.03) 0.10 2.370Toilets Room 2 × 2 (2.2+4.8) 0.10 2.880

13.19 Sqmt 994.30 13115

DOORS AND WINDOWS16

Ground FloorGround Floor for Door 1 X 7 7.00

7.00 Sqm 8843.04 61901

17

Ground Floor

Ground Floor 1 X 11 11.0011.00 Sqm 6737.86 74116

18

Ground FloorGround Floor for Door 1 X 2 2.00

Providing Skirting to internal walls and Risers of Steps to 15 cm height with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,

Supply and fixing of Door size 1.05 x 2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.

Supply and fixing of Window of Size 1.20 x 1.35 M shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame 3 verticals of Medium Teak wood of section 100mm x 32 mm thick and BISON PANEL CEMENT BONDED PARTICLE BOARD CONFORMING TO IS 14276 and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.




1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

2.00 Sqm 5965.03 11930

19

Ground Floorfor G.F 2 X 2 4.00

4.004.00 each 1783.95 7136

20

239.47 Sqm 29.30 7016

21

438.72 Sqm 92.31 40498

22

350.46 Sqm 130.70 45805

TOTAL AMOUNT 4646573


Supply and fixing of medium teak wood Ventilators of size 0.60x0.40M with safety bars of 10mm square rods at 100mm centre to centre horizontally and vertically as per approved drawing of Engineer-in-charge including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges etc., complete for finished item of work.

White washing two coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls

Painting to new walls with two coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making three coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and reminds of loose powedered materials including cost and conveyance of alla materials to work site and all operational, incidental, labour charges etc.. complete for finished item of work as per SS911 for internal walls and ceiling.

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)

document.xls - FF MAIN 26 of 220


Construction of Division Office (FF )


2 3 4 5 6 7 8 91

COLUMNS FIRST FLOOR

C1 1 × 24 0.23 0.575 3.000 9.522C2 1 × 8 0.23 0.375 3.000 2.070

11.59 cum 10212.40 118382

2

Over doors 1 × 10 1.5 0.23 0.200 0.690Over windows 1 × 15 1.5 0.23 0.200 1.035

1.72 Cu.M. 10324.30 17809

3

BEAMS FIRST FLOORLong walls 1 × 4 19.960 0.23 0.450 8.260

1 × 2 4.800 0.23 0.450 0.9902 × 3 2.000 0.23 0.450 1.240

Cross walls 2 × 5 4.800 0.23 0.450 4.9702 × 2 8.920 0.23 0.450 3.6901 × 10 2.000 0.23 0.300 1.380

20.53 Cu.M. 9434.50 193690

Sl. No.

Amount2013-14






2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

4

FIRST FLOORGround Floor Slab 2 × 1 19.96 18.98 757.680

757.68 Sqm 1133.85 859095

5

FIRST FLOORLanding 1 × 1 4.80 2.20 10.560Flights 1 × 2 4.60 1.50 13.800

24.36 Sqm 1421.65 34631

6

4 × 2 5.45 0.60 26.1616 × 1 1.5 0.60 14.40

40.5640.56 Sqm 816.00 33097

7

FIRST FLOORSuper structureLong walls 1 × 4 19.96 0.23 3.00 0.900cross walls 2 × 5 4.80 0.23 3.00 33.120cross walls 2 × 2 6.46 0.23 3.00 17.830


Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 175mm thick FF


Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.



2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

1 × 2 5.46 0.23 3.00 7.5301 × 2 4.00 0.23 3.00 5.520


55.00 Cu.M. 4635.05 254928

FIRST FLOORToilet 2 × 1 1.44 2.00 5.760

2 × 1 0.90 2.00 3.600Railing 2 × 1 4.10 0.90 7.380Deduction 2 × 1 0.75 1.95 -2.930

13.81 Sqm 596.55 8238

First Floor12.00 Mts 62447.00 749364

8

Bed blocks 4 × 6 0.20 0.23 0.15 0.16620 × 4 0.20 0.23 0.15 0.5522 × 6 0.20 0.12 0.15 0.041

0.76

0.76 Cu.M. 5039.30 3825

9

EE Room 1 × 2 (7.03+4.8) 3.60 85.180Anti room 1 × 2 (2.4+4.8) 3.60 51.840



Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402)




2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

Computer Room 1 × 2 (4.8+4.8) 3.60 69.120DAO Room 1 × 2 (4.8+6.23) 3.60 79.420DB Room 1 × 2 (4.8+7.03) 3.60 85.180Toilets Room 2 × 2 (2.2+4.8) 3.60 103.680Supdt Room 1 × 2 (4.8+6.23) 3.60 79.420Xerox Room 1 × 2 (4.8+3.05) 3.60 56.520Deductions Doors 10 × 1 1.20 2.00 -24.000Windows. 11 × 1 1.20 1.35 -17.820Ventilator 2 × 2 0.60 0.45 -1.080

567.46 Sqm 340.80 193390

10

First Floorlong wall 1 × 2 19.96 4.50 179.640cross walls 1 × 2 18.98 4.50 170.820

350.46 Sq.M. 238.60 83620

11

First FloorEE Room 1 × 2 7.03 4.8 67.490Anti room 1 × 2 2.40 4.8 23.040Computer Room 1 × 2 4.80 4.8 46.080DAO Room 1 × 2 4.80 6.23 59.810DB Room 1 × 2 4.8 7.03 67.490Toilets Room 2 × 2 2.20 4.8 42.240Supdt Room 1 × 2 4.80 6.23 59.810Xerox Room 1 × 2 4.80 3.05 29.280

395.24 Sq.M. 154.65 61124

12

First FloorEE Room 1 × 2 7.03 4.8 67.490Anti room 1 × 2 2.40 4.8 23.040Computer Room 1 × 2 4.80 4.8 46.080DAO Room 1 × 2 4.80 6.23 59.810DB Room 1 × 2 4.8 7.03 67.490Toilets Room 2 × 2 2.20 4.8 42.240Supdt Room 1 × 2 4.80 6.23 59.810Xerox Room 1 × 2 4.80 3.05 29.280






2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

395.24 Sq.M. 1046.87 413765

13

Ground FloorEE Room 1 × 2 (7.03+4.8) 0.10 2.370Anti room 1 × 2 (2.4+4.8) 0.10 1.440Computer Room 1 × 2 (4.8+4.8) 0.10 1.920DAO Room 1 × 2 (4.8+6.23) 0.10 2.210




2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14

DB Room 1 × 2 (4.8+7.03) 0.10 2.370Toilets Room 2 × 2 (2.2+4.8) 0.10 2.880Supdt Room 1 × 2 (4.8+6.23) 0.10 2.210Xerox Room 1 × 2 (4.8+3.05) 0.10 1.570

7.94 Sqmt 1016.75 8073

DOORS AND WINDOWS14

Ground Floor for Door 1 X 10 10.0010.0010.00 Sqm 8843.04 88430

15

First Floor 1 X 11 11.0011.00 Sqm 6737.86 74116

16

395.24 Sqm 29.30 11581

567.46 Sqm 92.31 52382

17

350.46 Sqm 130.70 45805


Supply and fixing of Window of Size 1.20 x 1.35 M Six Leaf shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame of Medium Teak wood of section 100mm x 32 mm thick and window planks of medium fiber board exterior both sides laminated 12mm thick and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.






2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14



document.xls - SF 33 of 220


Construction of Superintending Engineer Camp Office (SF )


2 3 4 5 6 7 8 9 101

C1 1 × 12 0.23 0.58 3.000 4.7614.76 Cu.M. 10667.70 50789

2

Long walls 1 × 4 19.960 0.23 0.450 8.2601 × 2 4.800 0.23 0.450 0.9902 × 3 2.000 0.23 0.450 1.240

Cross walls 2 × 5 4.800 0.23 0.450 4.9702 × 2 8.920 0.23 0.450 3.6901 × 10 2.000 0.23 0.300 1.380

20.53 Cu.M. 9718.75 199526

3

Second Floor Slab1 × 1 14.93 5.26 78.5301 × 1 8.76 5.26 46.078

124.61 Sqm 1167.35 145461

Sl. No.

Amount2013-14






2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

4

Second Floor1 × 5 1.5 0.60 4.501 × 9 1.5 0.60 8.10

12.60 Sqm 845.85 10658

5

Second FloorLong walls 1 × 4 19.96 0.23 3.00 0.900cross walls 2 × 5 4.80 0.23 3.00 33.120cross walls 2 × 2 6.46 0.23 3.00 17.830

1 × 2 5.46 0.23 3.00 7.5301 × 2 4.00 0.23 3.00 5.520


58.65 Cu.M. 4854.20 284699

Second FloorToilet 1 × 1 2.40 2.00 4.800

2 × 1 2.40 2.00 9.60014.40 Sqm 596.55 8590






2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

First Floor5.00 Mts 63131.00 315655

6

Rooms 4 × 1 5.45 7.90 172.220Rooms 4 × 2 5.45 0.45 19.620Passage 1 × 1 19.30 2.20 42.460Staircase 2 × 1 4.10 1.50 12.300Landing 1 × 1 3.00 1.50 4.500Staircase room 1 × 1 3.00 1.27 3.810

254.91 Sq.M.254.91 Sq.M. 365.10 93068

7

Second Floor

Rear long wall 1 × 1 31.25 3.50 109.380Front wall 2 × 1 5.95 3.50 41.650Darf wall 1 × 1 19.35 0.90 17.420

2 × 1 8.35 3.50 58.450Toilet room cross wall 2 × 1 1.87 3.50 13.090

239.99 Sqm Plastering 12mm 2coats239.99 Sqm 262.05 62889

Second Floor

Hand railing 2 × 1 4.10 0.90 7.380




Plastering to even surfaces of wall with CM (1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

2 × 1 4.10 0.12 0.9808.36 Plastering 12mm 1coats8.36 Sqm 262.05 2191

8

Second Floor

Halls 4 × 2 (5.45+7.90) 3.50 373.800Staircase Room 2 × 1 5.70 3.50 39.900Passage 1 × 1 19.30 3.50 67.550Toilet Room 2 × 2 (0.9+1.44) 3.50 32.760




2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

Lobby 1 × 2 (0.9+1.44) 3.50 16.380Deduction Door 4 × 1 1.05 2.00 -8.400Windows 20 × 1 0.90 1.20 -21.600Ventilators 8 × 1 0.60 0.45 -2.160

2 × 1 0.75 2.00 -3.000OP 1 × 1 0.90 2.00 -1.800

493.43 Sqm Plastering 20mm

for Railing wall sides 2 X 1 4.10 0.90 7.387.38 Sqm Plastering 20mm

500.81 Sqm 364.25 182420

9

Second Floor

M Top of roof slab 1 X 1 30.79 7.92 243.86243.86 Sq.M. Imperivious coat243.86 Sq.M. 369.50 90105

DOORS AND WINDOWS10

Ground Floor for Door 1 X 4 4.004.004.00 Sqm 8843.04 35372

11

First Floor 4 X 5 20.0020.00 Sqm 6737.86 134757

Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work SF

Supply and fixing of Door size 1.05x2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.




2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

12

Rear long wall 1 X 1 31.27 3.50 109.452 X 1 5.95 3.50 41.65

Dawrf wall 1 X 1 19.35 0.90 17.421 X 1 19.35 0.23 4.45

Toilets 2 X 1 1.85 3.50 12.95C/W 2 X 1 8.35 3.50 58.45

244.36 Sqm 130.70 31938

Hall 4 X 2 (5.45+7.90) 3.50 373.80Stair case room 2 X 1 5.70 3.50 39.90Passage 1 X 1 19.30 3.50 67.55Toilet room 2 X 2 (0.90+1.44) 3.50 32.76

1 X 2 (0.90+1.44) 3.50 16.38Deductions :Doors 4 X 1 1.05 2.00 -8.40Windows 20 X 1 0.90 1.20 -21.60Ventilators 8 X 1 0.60 0.45 -2.16Toilet room 2 X 1 0.75 2.00 -3.00

1 X 1 0.90 1.50 -1.35493.88 Sqm 92.31 45590

13

For ceiling dormitory 1 X 4 5.45 7.90 172.22beam sides 4 X 2 5.45 0.45 19.62Passage 1 X 1 19.30 2.20 42.46Staircase 2 X 1 4.10 1.50 12.30Landing 1 X 1 3.00 1.50 4.50Toilets 1 X 1 3.00 1.27 3.81

254.91 Sqm 29.30 7469






2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

14

Windows 60 X 2.75 0.90 1.20 178.20178.20 Sqm 166.15 29608

1730785


Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors

document.xls DORMITORY -TF 40 of 220

DETAIL CUM ABSTRACT ESTIMATE - THIRD FLOOR


2 3 4 5 6 7 8 9 101

for Head room columns 4 X 1 0.300 0.38 3.05 1.391.39 cum 11021.50 15320

2

L/B 2 x 1 5.45 0.23 0.45 1.13C/B 2 x 1 3.00 0.23 0.30 0.41

1.54 Cu.M.1.54 Cu.M. 10003.00 15405

3

Third Floor Slab

Head room slab 1 X 1 5.90 3.45 20.3620.36 Sqm M25 slab 125mm

Total qty 2013-14 20.36 Sqm 1200.85 24443


Sl. No.

Amount2013-14






2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

4

Third Floor

Parapet wall 2 x 1 31.25 0.23 0.90 12.94Parapetwall L/W 2 x 1 7.90 0.23 0.90 3.27Deduct columns 14 x 1 0.30 0.23 0.90 -0.87

15.34 Cu.M.

Head room L/W 2 x 1 5.45 0.23 3.10 7.77C/W 2 x 1 3.05 0.23 3.10 4.35Deduct opening 1 x 1 1.05 0.23 2.00 -0.48Grill 1 x 1 0.90 0.23 1.20 -0.25

11.39Cu.M. 5149.95

769.000 Kgs0.769 Mts0.77 Mts 63815.00 49074

5

Third Floor1 × 2 (7.03+4.8) 3.60 85.1801 × 2 (2.4+4.8) 3.60 51.8401 × 2 (4.8+4.8) 3.60 69.120 Sqm Plastering 20mm1 × 2 (4.8+6.23) 3.60 79.420






2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

1 × 2 (4.8+7.03) 3.60 85.180370.74 Sqm 3808.20

6

Third Floor1 × 1 7.03 4.80 33.7401 × 1 2.54 4.80 12.1901 × 1 4.80 4.80 23.0401 × 1 4.80 6.23 29.9001 × 1 4.80 7.03 33.740

132.61 Sq.M. 1733.35

7

Second Floor

Hand railing 1 × 2 7.93 3.60 57.1001 × 2 7.36 3.50 51.520

108.62 Sq.M. 285.45

8

1 X 5 1.20 2.00 5.00

5.00 Sqm 3486.00

9

1 X 9 9.009.00 Sqm 6737.86 60641







2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

10

370.74 Sqm 92.31

11

108.62 Sqm 29.30

TOTAL AMOUNT 164883

Asst. Engineer Dy.Executive Engineer Executive EngineerTW: Manuguru TW : Palvancha TW : Bhadrachalam



document.xls DORMITORY -TF Part B 44 of 220

DETAIL CUM ABSTRACT ESTIMATE - THIRD FLOOR - PART B


2 3 4 5 6 7 8 9 104

Third FloorVide page No 88 of MB No 7506/B/TW Dt: 20.12.2013

Parapet wall 2 x 1 31.25 0.23 0.90 12.94Parapetwall L/W 2 x 1 7.90 0.23 0.90 3.27Deduct columns 14 x 1 0.30 0.23 0.90 -0.87

15.34 Cu.M.

Vide page No 8 of MB No 7617/B/TW Dt 12.3.2014

Head room L/W 2 x 1 5.45 0.23 3.10 7.77C/W 2 x 1 3.05 0.23 3.10 4.35Deduct opening 1 x 1 1.05 0.23 2.00 -0.48Grill 1 x 1 0.90 0.23 1.20 -0.25

11.39Total qty 2013-14 26.73 Cu.M. 5149.95 137658

5

Third FloorVide page No 11 of MB No 7617/B/TW Dt 4.4.2014

Head room out side 1 X 2 05+5.45) 3.50 59.5059.50 Sqm Plastering 20mm


Parapet wall 2 X 1 31.75 0.90 57.15

Sides 2 x 1 7.90 0.90 14.2271.37 Sqm

Total qty 2013-14 130.87 Sqm 3808.20 498379

6

Third Floor


Sl. No.

Amount2013-14






2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14


Head room 1 X 1 3.05 5.45 16.6216.62 Sqm

Total qty 2013-14 16.62 Sq.M. 1733.35 28813

Second FloorVide page No 17 of MB No 7617/B/TW Dt 13.5.2013

Hand railing 2 × 1 5.90 3.50 41.3002 × 1 3.45 3.50 24.1502 × 1 30.75 0.90 55.3502 × 1 7.90 0.90 14.2202 × 1 31.75 0.23 14.6102 × 1 7.90 0.23 3.630

153.26 Sq.M. 285.45 43748

7


for Head room doors 13 X 1 1.05 2.00 27.30

Total qty 2013-14 27.30 Sqm 3486.00 95168


1 X 2 (5.45+3.05) 3.50 59.50Total qty 2013-14 59.50 Sqm 92.31 5492

8

Head room ceiling 1 X 1 5.45 3.05 16.62Total qty 2013-14 16.62 Sqm 29.30 487







2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

First FloorRooms 4 × 1 5.50 7.9 173.80

Front side 1 X 1 3.50 1.70 5.95

Passage 1 X 1 19.30 1.55 29.92

Staircase room 1 X 1 5.70 3.00 17.10

Second FloorRooms 4 × 1 5.50 7.9 173.80

Front side 1 X 1 3.50 1.70 5.95

Passage 1 X 1 19.30 1.55 29.92

Staircase room 1 X 1 5.70 3.00 17.10

Total qty 2013-14 453.53 Sq.M. 245.20 111206

Ground floor 1 x 10 10.001 x 10 10.001 x 2 2.001 x 3 3.001 x 10 10.001 x 3 3.001 x 10 10.001 x 8 8.001 x 29 29.001 x 5 5.001 x 13 13.001 x 6 6.00

First Floor 1 x 10 10.002 x 2 4.001 x 4 4.003 x 10 30.00

In - situ - Granolithic Concrete Flooring 20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over slabs/ CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)

Supplying and wiring with 2 runs of 14/0.3m (1.00 Sq.mm) FRLS / HFFR P.V.C. insulated ISI Copper Cable GM/L&T/RPG/Havells/V-Guard/Power Flex/Polycab/Gold Medal/ Standard /Milion / Vimal/ Suncab/ Paragaon / FortuneArt make in the existing metallic / non-metallic conduct pipe with 6A 1 Way flush type switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work for light, bell, fan and exhaust fan points in Non-Residential Buildings (SSR-2012-13, item No. 2.1.1)ing cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work

V . P. No 3 of 5282/C/TW26.4.14



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

Second Floor 4 x 10 40.002 x 2 4.001 x 1 1.00

Total 202 each 349.2 70538

Ground floor 1 x 14 14.00Verandah 1 x 1 1.00

First Floor 1 x 14 14.00Second Floor 1 x 14 14.00

Dining Hall 1 x 6 6.00Kitchen 1 x 2 2.00

Total 51.00 each 476.70 24312.00

Ground floor 3 x 11 33.00Dining Hall 1 x 2 2.00

Kitchen 1 x 2 2.00Bathroom 1 x 13 13.00Bathroom 1 x 6 6.00

Total 56.00 each 60.25 3374.00


Total 8.00 each 6152.12 49217.00

Ground floor 1 x 1 1.00Total 1.00 each 6880.12 6880.00

Supply and fixing of 6A 3/2 pin flush type socket with 6A switch control of Anchor / make with ISI mark on a common switch board with earth continuity including wire leads, earth connections including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work

V . P. No 4 of 5282/C/TW26.4.14

Supply and fixing of Batton Holder/Slanting holder in lieu of ceiling rose of light point complete with allconnetions and all labour charges with 40Watt bulb etc., complete for new installation. Anchor Make

V . P. No 5 of 5282/C/TW26.4.14

Supply and fixing of 8 way SPN type distribution board with IP-20 protection of make Standard / Havells suitable for single phase 40A DP isolator and 6 Nos. 6-32 A MCB's make Standard / Havells as out going with internal connections including cost and conveyance of all materials to site, labour charges for surface / flush mounting etc., sales tax complete for finished item of work.

V . P. No 5 of 5282/C/TW26.4.14

Supply and fixing of 4 way TPN type distribution board with IP-20 protection of make Standard / Havells suitable for single phase 40A DP isolator and 6 Nos. 6-32 A MCB's make Standard / Havells as out going with internal connections including cost and conveyance of all materials to site, labour charges for surface / flush mounting etc., sales tax complete for finished item of work.

V . P. No 6 of 5282/C/TW26.4.14



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

Ground floor 3 x 1 150.00 450.00Dining Hall 1 x 1 100.00 100.00

Total 550.00 Rmt 80.85 44468.00

Ground floor 1 x 19 19.00First Floor 1 x 22 22.00

Second Floor 1 x 22 22.00Dining Hall 1 x 18 18.00

Kitchen 1 x 2 2.00Total 83.00 each 1974.90 163917.00


Total 2.00 each 4017.25 8035.00

Kitchen 1 x 2 2.00

Dining 1 x 1 1.00Total 3.00 each 476.70 1430.00

Supply and run of 2 of 36/0.3mm (2.5 Sqmm) FRPVC insulated flexible copper cable of make finolex/ Havells / in existing PVC conduit pipe circuits, MV Lamp/Security light points including laboiur charges (Phase, Neutral and earth) and run of 1 of 1.0 sqmm copper cable.

V . P. No 6 of 5282/C/TW26.4.14

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thorn

V . P. No 7 of 5282/C/TW26.4.14

Providing independent earthing for sophisticated electronic equipment with 600mmx600mmx3.15mm thick copper plate rigidly fixed to 40mm dia G.I pipe of 0.3mtr.length connected with reducer providing G.I funnel with wiremesh as per national electric code including c.c.chamber of size 400mmx400mmx400mm covered with r.c.c slab filling with salt and charcoal giving earth connection from electrode G.I strip of 25mmx6mmx200mm length with all accessories and labour charges complete as per IS specification 732/1982(part ||)

V . P. No 8 of 5282/C/TW26.4.14

Supply and fixing of 16A 3/2 pin flush type socket with 16A switch control of Anchor / make with ISI mark on a common switch board with earth continuity including wire leads, earth connections including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work

V . P. No 9 of 5282/C/TW26.4.14

V . P. No 10 of 5282/C/TW14.5.2014



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

4 x 1 4.006 x 1 6.00

Total 10.00 each 1974.90 19749.00

4 x 1 30.00 120.00

Total 120.00 each 80.85 9702.00

ELEC-5.1.12 1 x 1 1.00

Total 1.00 each 3314.78 3315.00

ELEC-3.1.21 1 x 1 1.00

Total 1.00 each 3749.00 3749.00

2 x 21 42.00

Total 42.00 Rmt 380.20 15968.00

2 x 1 5.85 21.00 245.70

Total 245.70 Rmt 998.75 245392.00

Supply and fixing of 1 X 36/40 W patty tubet light luminaire comprising canopy of sheet alluminium housing and UV stablised acrylic cover of makes Cromption / Bajaj / Surya /HPL/ Havells with copper / VPIT ballast capacitor , 40W tube and starter with 1.00 meter 25 mm dia GI pipe medium grade with bracket and anti titling MS flat etc., including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.

V . P. No 9 of 5282/C/TW26.4.14

Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S to swithc boards connections etc., V . P. No 11 of 5282/C/TW16.5.2014

Supply of 12" (300mm) Light duty exhaust fan with wire guard etc complete of makes Crompton / Bajaj Bahar WG / Havells Ventil Air-DB / Orient hill air. 1 V . P. No 10 of 5282/C/TW16.5.2014

Supply of 150W MH Flood light luminaire with integral weather proof diecast alluminium housing with IP66 protection with all standard accessories etc of makes Elton / Style Lamp / Mahita Electro / Capart / Akhil. V . P. No 10 of 5282/C/TW16.5.2014

Supply and Fixing of MS Hallow square pipe purlin of 40mmX40mmX4mm as required no. of sheets of size 120mmX50mmX6mm welded to the ends of the purlin for fixing purlins including cost and conveyance of all materials and all labour charges etc complete

Labour charges for roofing of provided with 0.5mm thick galvanized/prepaint profied sheet fixed to the purlins with 14 size self drilling screws with neopreme washers are stiched with self tapping/drilling screws end laps are to be sealed with 25X3mm duty tape unit-184.518m2



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

1 x 21 21.00

Total 21.00 Rmt 350.00 7350.00




GENERAL ABSTRACT PART B

Sl. No. Description of Item As per Working Estimate

04 Post Matric Hostel (TF ) 1598347.00

Sub-Total :: 1598347.00

10 TP @ 5.85% Less -93503.00

1504844.00

11 VAT @ 5% 75242.00

12 QC charges @ 0.25% 3762.00

17 Unforeseen & rounding off 17321.00

TOTAL :: 1601169.00

Asst. Engineer Dy.Executive EngineerTW: Manuguru TW : Palvancha


As per Sanctioned Estimate

document.xls TOILET bala 52 of 220

Name of the work : Construction of Post Matric Hostel for Boys at Burgampadu (V&M) in Khammam District

TOILET BLOCKDETAIL CUM ABSTRACT ESTIMATE


2 3 4 5 6 7 8 9 101

Bath room L/W 2 X 1 9.80 0.60 0.90 10.58Bath room C/W 8 X 1 1.13 0.60 0.90 4.88Toilet L/W 2 X 1 7.27 0.60 0.90 7.85Toilet C/W 6 X 1 0.83 0.60 0.90 2.69

2 X 1 1.95 0.45 0.30 0.5326.53 cum

For Septic tank 1 X 1 5.50 3.00 1.80 29.7029.70

Total qty 2013-14 56.23 cum 253.90 14278

2


2 X 1 1.95 0.45 0.15 0.264.60 cum

1 X 1 5.50 3.00 0.15 2.472.47 cum

Total qty 2013-14 7.07 cum #REF! #REF!

Sl. No.

Amount2013-14


5262/C/TW, 105-01-2014

5262/C/TW, 105-01-2014


5262/C/TW, 210-01-2014

5262/C/TW, 1424-04-2014



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

4


2 X 1 1.95 0.23 0.15 0.131.94 M25 Plinth beam

Total qty 2013-14 1.94 Cum 7721.50 14945

5

Lintels 11 X 1 1.05 0.23 0.15 0.40Total qty 2013-14 0.40 Cum 9980.85 3977

7

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings, Pedestals, Plinth Beam

5262/C/TW, 530-01-2014


5262/C/TW, 906-02-2014




2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

Slab 300mm depth

Toilet Block 1 X 1 1.20 0.60 0.720.72 Sqm M25 slab 300mm

Total qty 2013-14 0.72 Sqm 786.15 566

8

125mm Thk SlabGround Floor Slab

Toilet Block 1 X 1 7.70 2.05 15.78Bath room 1 X 1 10.00 2.55 25.50

41.29 Sqm M25 slab 125mm

Total qty 2013-14 41.29 Sqm 1100.40 45430

9

Ground Floor

Bath room L/W 2 X 1 9.80 0.40 0.60 4.70Bath room C/W 8 X 1 1.33 0.40 0.60 2.55Toilet L/W 2 X 1 7.07 0.40 0.60 3.39Toilet C/W 6 X 1 1.03 0.40 0.60 1.48Bath room L/W 2 X 1 9.40 0.23 0.40 1.73Bath room C/W 8 X 1 1.50 0.23 0.40 1.10

14.97 Cu.M.


5262/C/TW, 906-02-2014


5262/C/TW, 1321-04-2014

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.

5262/C/TW, 210-01-2014

5262/C/TW, 730-01-2014



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

2 X 1 1.95 0.23 2.40 2.15Deduct door 6 X 1 0.75 0.23 1.85 -1.91

1 X 1 0.80 0.23 1.85 -0.345 X 1 0.75 0.23 1.85 -1.60

11 X 6 0.20 0.23 0.15 -0.4616.39 Cu.M.

Bath room L/W 2 X 1 9.40 0.23 0.40 1.73Bath room C/W 2 X 1 1.50 0.23 0.40 0.28Toilet L/W 2 X 1 7.10 0.23 0.40 1.31Toilet C/W 2 X 1 1.20 0.23 0.40 0.22Deduct 12 X 1 1.05 0.23 0.15 -0.43

11 X 1 0.60 0.23 0.30 -0.462.64 Cu.M.

Septic L/W 2 X 1 5.40 0.40 0.90 3.89Septic L/W 2 X 1 5.20 0.35 0.90 3.28Septic C/W 2 X 1 2.10 0.40 1.80 3.02

2 X 1 2.10 0.12 1.05 0.5310.72 Cu.M.

6 X 1 1.50 0.12 2.50 2.594 X 1 1.20 0.12 2.50 1.38

Total qty 2013-14 3.97

Total qty 2013-14 48.69 Cu.M. 4415.80 215002

10

242.92 Kgs0.24 Mts

270.860 Kgs0.271 Mts

296.480 Kgs

5262/C/TW, 704-04-2014

5262/C/TW, 1420-04-2014

5262/C/TW, 7


5262/C/TW, 410-01-2014

5262/C/TW, 807-02-2014

5262/C/TW, 1219-04-2014



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

0.296 Mts

Total qty 2013-14 0.81 Mts 61763.00 50044

12

Septic tank 1 X 2 1.80 24.12

1 X 1 4.60 2.10 9.66

2 X 2 2.10 1.05 8.8242.60 Sqm Plastering 20mm

Total qty 2013-14 42.60 Sqm 196.75 8382

11

Toilet 5 X 1 1.25 1.20 7.502 X 1 7.20 0.30 4.322 X 1 2.20 0.30 1.32

Bathroom 7 X 1 1.50 1.20 12.601 X 1 1.20 1.20 1.442 X 1 9.40 0.30 5.64

2 X 1 2.55 0.30 1.5334.35 Sqm Plastering (1:3)

Total qty 2013-14 34.35 Sqm 146.10 5019

12

Bath room L/W 2 X 1 9.40 2.70 50.76

Bath room C/W 2 X 1 1.95 2.70 10.53

Toilet L/W 2 X 1 7.10 2.70 38.34

Toilet C/W 2 X 1 1.65 2.70 8.91108.54 Sqm Plastering (1:4)

Total qty 2013-14 108.54 Sqm 121.85 13226


5262/C/TW, 1504-04-2014 (4.6+2

.1)


5262/C/TW, 1604-04-2014


5262/C/TW, 1804-04-2014



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

13

5 X 2 2.40 58.80

7 X 2 2.40 90.72

1 X 2 2.40 11.52

Deductions 12 X 1 0.75 1.95 -17.55

12 X 1 0.60 0.30 -2.16141.33 Sqm Plastering 20mm

Total qty 2013-14 141.33 Sqm 317.40 44858

14

Ground Floor

For Bathroom Doors 7 X 1 7.00For Toilet Doors 5 X 1 5.00

Total qty 2013-14 12.00 Sqm 5965.03 71580

16


5262/C/TW, 1704-04-2014

(1.25+1.20)

(1.20+1.50)

(1.20+1.20)


5262/C/TW, 1904-04-2014


5262/C/TW, 2004-04-2014



2 3 4 5 6 7 8 9 10

Sl. No.

Amount2013-14

5 X 2 2.40 58.80

7 X 2 2.40 90.72

1 X 2 2.40 11.52

Deductions 12 X 1 0.75 1.95 -17.5512 X 1 0.60 0.30 -2.16

Total qty 2013-14 141.33 Sqm 130.70 18472

16

Bath room L/W 2 X 1 9.40 2.70 50.76

Bath room C/W 2 X 1 1.95 2.70 10.53

Toilet L/W 2 X 1 7.10 2.70 38.34

Toilet C/W 2 X 1 1.65 2.70 8.91108.54 Sqm

Total qty 2013-14 108.54 Sqm 130.70 14186TOTAL AMOUNT #REF!


(1.25+1.20)

(1.20+1.50)

(1.20+1.20)

Painting to New Internal Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)

5262/C/TW, 1804-04-2014

document.xls Compound wall 59 of 220

Construction of Compound wall


1 2 3 4 5 6 7 8 91

1 × 1 250.00 0.60 0.75 112.500

112.50 cum 253.90 28564

2

1 × 1 250.00 0.60 0.60 90.0001 × 1 250.00 0.45 0.45 50.625

140.63 cum 3524.40 495619

3

1 × 1 250 0.23 1.50 86.250Pillers 1 × 84 0.4 0.15 1.50 7.560

93.81 Cu.M. 4415.80 414246

4

1 × 2 250 1.50 750.000Pillers 2 × 84 0.4 1.50 100.800

850.80 Sqm 215.15 183050

5

850.80 Sqm 130.70 111200



Sl. No.

Amount2013-14


Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)




document.xls Compound wall 60 of 220


1 2 3 4 5 6 7 8 9

Sl. No.

Amount2013-14


document.xls SEPTIC TANK bala 61of220

SEPTIC TANKDETAIL CUM ABSTRACT ESTIMATE


2 3 4 5 6 7 8 9 101

1 X 1 5.85 3.70 2.10 45.4545.45 cum

45.45 cum 253.90 11541

2

for septic tank 1 X 1 5.85 3.70 0.30 6.496.49 cum6.49 cum 3259.09 21163

3

for septic tank Ist side 1 X 1 5.15 3.00 0.05 0.77plotform 1 X 1 5.85 1.80 0.05 0.53

Total qty 2013-14 1.30 cum 3670.06 4767


Sl. No.

Amount2013-14

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Septic Tank


Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402)

7610/B/TW, 2519-04-2014


DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT RateSl. No.

Amount2013-14

4

125mm Thk SlabGround Floor SlabSetpci tank slab 1 X 1 5.85 3.70 21.65

21.65 Sqm M25 slab 125mm21.65 Sqm 1100.40 23818

5

Ground Floorfor Septic tank L/W 1 X 2 5.85 0.35 2.50 10.24

for septic tank C/W 1 X 2 3.00 0.35 2.50 5.2515.49 Cu.M.

Septic tank Baffle wall 1 X 2 3.00 0.115 1.20 0.83

for water sump L/w 2 X 2 1.80 0.23 1.20 1.99

C/w 2 X 2 1.34 0.23 1.20 1.48

for Taper wall on septic L/w 1 X 1 5.85 0.23 1.50 2.02

for Taper wall on septic L/w 1 X 1 3.47 0.23 1.50 1.207.51 Cu.M.

23.00 Cu.M. 4415.80 101552

6


Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.



DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT RateSl. No.

Amount2013-14

0.300 Mts 61763.00 18529

TOTAL AMOUNT 181370

document.xls K&D 64of220

KITCHEN CUM DININGDETAIL CUM ABSTRACT ESTIMATE


1 2 3 4 5 6 7 8 9 101

2 X 7 1.50 1.50 1.50 47.253 X 1 1.50 1.50 1.50 10.13

57.38 cum

2 X 5 3.06 0.40 0.25 3.062 X 1 3.58 0.40 0.25 0.723 X 1 6.03 0.40 0.25 1.81

5.59 cum

1 X 1 3.65 0.40 0.25 0.371 X 1 6.10 0.40 0.25 0.61

0.98 cum

2 X 1 1.35 1.00 0.40 1.081.08 cum

Total qty 2013-14 65.02 cum 253.90 16507

2

2 X 1 1.35 1.00 0.15 0.410.41 cum 3524.40 1427


Sl. No.

Amount2013-14


7510/B/TW/PVC, 124-12-2013

7510/B/TW/PVC, 531-12-2013

7510/B/TW/PVC, 909-01-2013

7510/B/TW/PVC, 2109-04-2014


7510/B/TW/PVC, 2216-05-2014


2

2 X 7 1.50 1.50 0.10 3.153 X 1 1.50 1.50 0.10 0.68

3.83 cum

2 X 5 3.06 0.40 0.08 0.982 X 1 3.58 0.40 0.08 0.233 X 1 6.03 0.40 0.08 0.58

1.79 cum

1 X 1 3.65 0.40 0.08 0.121 X 1 6.10 0.40 0.08 0.20

0.31 cum

1 X 1 6.10 10.65 0.08 5.201 X 1 6.10 3.10 0.08 1.511 X 1 2.45 6.10 0.08 1.201 X 1 2.55 3.65 0.08 0.741 X 1 3.35 3.65 0.08 0.98

9.63 cum

Total qty 2013-14 15.55 cum #REF! #REF!

3

1 X 1 6.10 10.65 0.40 25.991 X 1 6.10 3.10 0.40 7.561 X 1 2.45 6.10 0.40 5.981 X 1 2.55 3.65 0.40 3.721 X 1 3.35 3.65 0.40 4.89

48.14Total qty 2013-14 48.14 cum #REF! #REF!


7510/B/TW/PVC, 224-12-2013

7510/B/TW/PVC, 624-12-2013

7510/B/TW/PVC, 909-01-2013

7510/B/TW/PVC, 909-01-2013

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. APSS No.309 & 310

7510/B/TW/PVC, 909-01-2013


5

FOOTINGS7 X 2 1.50 1.50 0.33 10.403 X 1 1.50 1.50 0.33 2.23

12.62 Cum 7721.50 97465

PEDASTALS17 X 1 0.60 0.60 0.60 3.67

3.67 Cum 8038.70 29518

PLINTH BEAM2 X 1 20.95 0.23 0.30 2.893 X 1 6.10 0.23 0.30 1.26

14 X 1 0.07 0.23 0.30 0.074.22 Cum M25 Plinth Beam

PLINTH BEAM1 X 1 3.65 0.23 0.30 0.25

0.25 Cum M25 Plinth Beam

Total qty 2013-14 4.47 Cum 9719.05 43476

6

Columns upto GL 17 X 1 0.30 0.30 0.50 0.770.77 Cum M25 Columns

Columns 14 X 1 0.30 0.30 2.25 2.842.84 Cum M25 Columns

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings, Pedestals, Plinth Beam

7510/B/TW/PVC, 424-12-2013

7510/B/TW/PVC, 424-12-2013

7510/B/TW/PVC, 806-01-2014

7510/B/TW/PVC, 1131-01-2014


7510/B/TW/PVC, 424-12-2013

7510/B/TW/PVC, 1131-01-2014


Columns 14 X 1 0.30 0.30 0.45 0.570.57 Cum M25 Columns

Total qty 2013-14 4.17 Cum 9807.85 40869

5

Lintels beam 2 X 1 21.00 0.23 0.20 1.931 X 1 3.35 0.23 0.20 0.15

2.09 Cum M25 Lintels

Total qty 2013-14 2.09 Cum 9980.85 20821

7

2 X 1 21.00 0.60 25.201 X 1 3.35 0.60 2.01

27.21 Sqm M25 Sunshades

Total qty 2013-14 27.21 Sqm 786.15 21391

7

7510/B/TW/PVC, 1706-02-2014


7510/B/TW/PVC, 1607-02-2014


7510/B/TW/PVC, 1607-02-2014


5271/C/TW, 3 to 424-12-2013


1263.97 Kgs1.264 Mts

510.882 Kgs0.511 Mts

344.780 Kgs0.345 Mts

Total qty 2013-14 2.12 Mts 61763.00 130915

8

2 x 5 3.050 0.230 1.250 8.772 x 1 3.580 0.230 1.250 2.063 x 1 6.030 0.230 1.250 5.201 x 1 3.650 0.230 1.250 1.051 x 1 6.030 0.230 0.950 1.32

3 x 1 6.500 0.230

2.69

Deduct lintels 2 x 1 21.000 0.230 0.200 -1.931 x 1 3.350 0.230 0.200 -0.15

19.01 Cu.M.

2 x 1 1.350 1.000 0.250 0.682 x 1 1.350 0.700 0.150 0.282 x 1 1.350 0.350 0.150 0.14

1.10 Cu.M.20.11 Cu.M. 4415.80 88802

9

2 X 1 21.00 3.50 147.002 X 1 6.50 3.50 45.502 X 1 6.50 (0.00+1.20/2) 7.80

200.30 Sqm Plastering (1:4)

Total qty 2013-14 200.30 Sqm 121.85 24407

5271/C/TW, 715-01-2014


7510/B/TW/PVC, 1821-04-2014

(0.00+1.20)/2

7510/B/TW/PVC, 2216-05-2014


7510/B/TW/PVC, 2017-04-2014


10

1 X 2 (13.60+6.05) 3.25 127.731 x 2 6.05 1.30 15.731 x 2 6.05 0.95 11.501 x 2 3.65 3.25 23.722 x 1 3.35 3.25 21.782 x 1 2.55 3.25 16.582 x 2 6.05 (0.00+1.20)/2 14.522 x 1 1.22 1.35 -3.292 x 1 1.83 0.60 -2.207 x 1 1.83 1.35 -17.291 x 1 1.53 1.35 -2.074 x 1 1.05 2.00 -8.40

198.30 Sqm 317.40 62939

10

4 X 1 4.004.00

Total qty 2013-14 4.00 each 8843.04 35372

10

1 X 1 6.10 10.60 64.661 X 1 6.10 2.30 14.031 X 1 2.60 3.65 9.49

Total qty 2013-14 88.18 each 1026.68 90533


7510/B/TW/PVC, 2017-04-2014


7510/B/TW/PVC, 2316-05-2014


7510/B/TW/PVC, 2416-05-2014


10

1 X 2 (6.10+10.60) 0.10 3.341 X 2 (6.10+2.30) 0.10 1.681 X 2 (2.60+3.65) 0.10 1.253 X 2 1.35 0.45 3.65

Deduct 3 X 1 1.05 0.10 -0.32Total qty 2013-14 9.60 each 994.30 9545

10

1 X 1 6.10 3.05 18.61Total qty 2013-14 18.61 each 869.25 16177

10

1 X 1 6.10 1.65 10.07Total qty 2013-14 10.07 each 524.35 5280

10

1 X 2 (13.60+6.05) 3.25 127.731 x 2 6.05 1.30 15.731 x 2 6.05 0.95 11.501 x 2 3.65 3.25 23.72


7510/B/TW/PVC, 2516-05-2014

Flooring with ceramic tiles 7.3mm thick of 1st quality all shades of makes Jhonson & Jhonson, Kajaria, Nitco and Marbonite, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work.

7510/B/TW/PVC, 2516-05-2014

Dadooing to walls with Decorated white back ground glazed tiles 200mm x 152mm 1st. quality of any bramd as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work

7510/B/TW/PVC, 2616-05-2014


7510/B/TW/PVC, 2717-04-2014


2 x 1 3.35 3.25 21.782 x 1 2.55 3.25 16.582 x 2 6.05 (0.00+1.20)/2 14.522 x 1 1.22 1.35 -3.292 x 1 1.83 0.60 -2.207 x 1 1.83 1.35 -17.291 x 1 1.53 1.35 -2.074 x 1 1.05 2.00 -8.40

198.30 Sqm 130.70 25917

9

2 X 1 21.00 3.50 147.002 X 1 6.50 3.50 45.502 X 1 6.50 (0.00+1.20/2) 7.80

200.30 Sqm

Total qty 2013-14 200.30 Sqm 130.70 26179

30

2 X 1 1.22 1.35 3.292 X 1 1.83 0.60 2.207 X 1 1.83 1.35 17.291 X 1 1.53 1.35 2.07

Total qty 2013-14 24.85 Sqm 166.15 4129

TOTAL AMOUNT #REF!


Painting to New Internal Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)

7510/B/TW/PVC, 2817-04-2014

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors

document.xls KD-WS 72 of 220

WATER SUPPLY AND SANITARY ARRANAGEMENTS- KITCHEN CUM DINNING (2013-14)

TRIBAL WELFARE BUILDING

Description of Work Unit Rate

3

7610/B/TW, 25, 19-04-20141 3.00 Each Nos 5488.00 16464

8

7610/B/TW, 25, 19-04-2014 1 12 Each No 1553.40 18641

TOTAL : 35105.00

Name of the work : Construction of Post Matric Hostel for Girls at Palvancha (V&M) in Khammam District

Sl. No.

Total Qty

Amount (Rs.)

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing, sales and other taxes on all materials etc., complete for finished item of work. (A.P.S.S. No. 1325).

Supplying & Fixing Orissa Pan 580 mm x 440 mm white glazed W.C 1st quality ISI marked conforming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware/ Parryware/ Neycer - ISI mark 580 mm x 440mm as approved by the Engineer-in-charge fixed in brick masonry with necessary ‘S’ trap of water closet, shall be encased in C.C. (1:2:4) 6" alround well above the joint, to stop leakage at the joint, cost & conveyance of all materials and labour charges etc., including sales and other taxes on all materials complete for finished item of work for all floors.

document.xls document.xls 73 of 220

WATER SUPPLY AND SANITARY ARRANAGEMENTS- TOILET BLOCK (2013-14)TRIBAL WELFARE BUILDING

Sl. No. Description of Work Total Qty Unit Rate

1

5281/C/TW, P.1

1 x 1 95.00 - - 951 x 1 90.00 - - 90

5281/C/TW, P.102 x 1 10.00 - - 201 x 1 15.00 - - 15

220.00 m Rmt 386.95 851292

5281/C/TW, P.21 x 1 5.00 - - 5.001 x 1 3.00 - - 3.001 x 1 4.50 - - 4.501 x 1 2.30 - - 2.301 x 1 8.30 - - 8.301 x 1 5.00 - - 5.00

28.10 Each Nos 243.30 68373

5281/C/TW, P.31 x 1 8.60 - - 8.61 x 1 4.80 - - 4.8

5281/C/TW, P.114 x 1 - - - 4

17.40 Each Nos 175.00 3045


Amount (Rs.)

Supplying, laying, jointing and testing 152.4 mm SWG pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1:5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 914.4 mm (3'0") depth and refilling with watering and tamping including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (A.P.S.S.No. 1301 & 1318)


Supplying, laying, jointing and testing 63 mm SWG pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1:5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 914.4 mm (3'0") depth and refilling with watering and tamping including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (A.P.S.S.No. 1301 & 1318)


Sl. No. Description of Work Total Qty Unit RateAmount

(Rs.)

4 0

5281/C/TW, P.31 x 1 26.55 - - 26.551 x 1 17.00 - - 17

5281/C/TW, P.93 x 1 5.80 - - 17.4

60.95 Each Nos 225.75 137595

5281/C/TW, P.47 x 1 - - - 73 x 1 - - - 35 x 1 - - - 5

5281/C/TW, P.114 x 1 - - - 4

19.00 Each Nos 361.45 68686

5281/C/TW, P.49 x 1 - - - 9

9.00 Each Nos 5488.00 493927

5281/C/TW, P.515 x 1 - - - 15

Supply and Fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent CPVC Pipes and Fittings to meet the requirement of ASTM-D 2846 and are produced in CTS (Copper Tube Sizes 1/2" ton 2" Ashirvad Flowgurard SDR 11 and SDR 13.5 pipes are made from idential CPVC compounds having the same physical Properties for Hot and Cold Water (IS 15778:2007

Supplying & fixing CI Nahany traps 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs with N.P. Cover for all floors, including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (APSS No 1326) for All Floors. (BMW-C.41)

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg., including cost and convenyance of all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work



(Rs.)

5281/C/TW, P.112 x 1 - - - 2

17.00 Each Nos 3442.80 585288

5281/C/TW, P.51 x 6 - - - 6

5281/C/TW, P.611 x 1 - - - 11

17.00 Each Nos 1553.40 264089

5281/C/TW, P.71 x 1 - - - 1

1.00 Each Nos 174.50 17510

5281/C/TW, P.83 x 1 - - - 31 x 1 - - - 1

4.00 Each Nos 812.85 325111

5281/C/TW, P.86 x 1 - - - 6

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.

Supply and Fixing European Water Closet of 1st quality conforming to IS:2556-part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap including cost of plastic sheet and lid for European Water Closet with rubber or plastic buffers as per IS:2548-1996 and PVC low level single flush 10 litere capacity system with internal components and short bend of make Parryware slim line including cost and conveyance of all materials to site, labour charges for fixing etc., complete for finished item of work. for all floors(BMW-D.13)

Supplying & Fixing 550 x 400 mm Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore single Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso/Nice/Senior or equivalent complete with standard CI brackets including wooden block, 12.7mm PVC connection with Brass union nut CP coated, 12.7mm dia first qualifty NP angle stop cock, 38.1mm CP waste coupling , 31.75mm dia PVC flexible waste pipe of 914.4mm length of first quality including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. for All Floors (.BMW-G.08)

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.



(Rs.)

11 x 1 - - - 1116 x 1 - - - 16

33.00 Each Nos 254.90 841212

5281/C/TW, P.932mm Dia 1 x 2 7.00 - - 14

1 x 2 13.00 - - 261 x 2 15.00 - - 301 x 2 6.70 - - 13.41 x 2 12.20 - - 24.4

107.80 Rmt Nos 329.50 35520

TOTAL : 297324.00


document.xls Ele.Dor.GF bala 77

DETAILED CUM ABSTRACT ELECTRICAL ESTIMATE

GROUND FLOOR

Description of Item. No. Length Qty. Unit Rate per

GROUND FLOOR

1

GROUND FLOOR

Vide page No 34 of MB No7506/B/TW Dt 4.112013

30 x 2 3.05 183.00183.00

FIRST FLOOR

Vide page No 52 of MB No7506/B/TW Dt 20.112013

60 x 1 3.05 183.00183.00

SECOND FLOOR

Vide page No 72 of MB No7506/B/TW Dt 3.12.2013

60 x 1 3.05 183.00183.00

Ground Floor 40 x 1 3.05 122First Floor 40 x 1 3.05 122Second Floor 40 x 1 3.05 122Dining Hall 20 x 1 3.05 61Toilet 2 x 5 3.05 30.5

457.50

ToiletToilet 9 x 1 3.05 27.45Toilet 10 x 1 3.05 30.5

57.95

Total qty 2013-14 1064.45 Mt. 70.35 1Rmt 74884

74884.00

Name of the work : Construction of Post Matric Hostel for Girls at Palvancha (V&M) in Khammam District

SL.NO

Amount2013-14

Supply and fixing of ISI mark 25mm dia 2.2mm thick PVC conduit pipe Sudhakar / Macoplast / Modimake concealed in roof slab with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan point and seperate plug point with teak wood deep box including cost and conveyance of all materials to site and labour charges, sales tax etc., complete for finished item of work. (SSR 2012-13, item No.1.4.1)

P. No. 1. 5282/C/TW17.5.14

document.xls CS 78of220

DescriptionAs per sanctioned estimate

Excess Less RemarksUNIT QTY RATE AMOUNT GF FF SF TF TB KD ST QTY RATE AMOUNT

1 GF

1 485.00 224.3 108786 395.78 56.23 65.02 45.45 562.48 253.90 142813 34027 0

###

2 GF

1 69.00 3060.35 211164 #REF! 7.07 15.55 6.49 #REF! #REF! #REF! #REF! #REF!

###

3 GF

1 456.00 17.7 8071 #REF! 48.14 #REF! #REF! #REF! #REF! #REF!

###

4 GF

1 202.00 252.65 51035 #REF! #REF! #REF! #REF! #REF! #REF!

###

5 GF

1 2.30 4579.45 10533 #REF! 1.30 #REF! #REF! #REF! #REF! #REF!

###

Sl. No.


1 Cum

Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for Levelling Course and Flooring Bed

1 Cum

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. APSS No.309 & 310

1 Cum

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. APSS No.309 & 310

1 Cum

Plain Cement Concrete M15 grade nominal mix (1:2.5:5) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402) GROUND FLOOR

1 Cum




Sl. No.

6 FF

1 1.00 4743.3 4743 0.76 0.76 5039.30 3825 0 918

###

7 SF


###

5 GF

### 25.54 0.41 25.94 3524.40 91426 91426 0

###

8 GF

1 1.00 6513.6 6514 0.00 0 0 6514

###

Plain Cement Concrete M15 grade nominal mix (1:2.5:5) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402) FIRST FLOOR

1 Cum

Plain Cement Concrete M15 grade nominal mix (1:2.5:5) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402) SECOND FLOOR

1 Cum


Plain Cement Concrete M25 Grade of Concrete corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Steps GROUND FLOOR

1 Cum




Sl. No.

9 FF

1 1.00 6751.2 6751 0.00 0 0 6751

###

10 SF

1 1.00 7333.3 7333 0.00 0 0 7333

###

11 TF

1 2.00 6360.9 12722 0.00 0 0 12722

###

Plain Cement Concrete M25 Grade of Concrete corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Steps FIRST FLOOR

1 Cum

Plain Cement Concrete M25 Grade of Concrete corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Steps SECOND FLOOR

1 Cum

Vibrated Reinforced Cement Concrete (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed Graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for (APSS No. 402) Dummy Columns THIRD FLOOR

1 Cum




Sl. No.

12 GF

1 61.50 6715.25 412988 81.36 1.94 12.62 95.92 7721.50 740630 327642 0

###

GF

1 8.00 6715.25 53722 12.96 3.67 16.63 8038.70 133700 79978 0

###

GF

1 18.50 6715.25 124232 23.29 4.47 27.77 9719.05 269881 145649 0

###

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings,

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Pedastal

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Plinth beam

1 Cum




Sl. No.

13 GF

1 16.00 7703 123248 18.85 4.17 23.02 9807.85 225767 102519 0

###

14 FF

1 8.00 8084.25 64674 11.59 11.59 10212.40 118382 53708 0

###

15 SF


###

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns GROUND FLOOR

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns FIRST FLOOR

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns SECOND FLOOR

1 Cum




Sl. No.

16 TF

1 1.50 9534.4 14302 1.39 1.39 11021.50 15320 1018 0

###

17 GF

1 4.80 7772.7 37309 1.31 0.40 2.09 3.80 9980.85 37883 574 0

###

18 FF

1 2.00 8093.75 16188 1.72 1.72 10324.30 17809 1621 0

###

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns THIRD FLOOR

1 Cum

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels GROUND FLOOR

1 Cum

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels FIRST FLOOR

1 Cum




Sl. No.

19 SF

1 2.00 8757.95 17516 4.76 4.76 10667.70 50789 33273 0

###

20 GF

1 15.00 6868.25 103024 21.88 21.88 9150.25 200207 97183 0

###

21 FF

1 15.00 7138.35 107075 20.53 20.53 9434.50 193690 86615 0

###

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels SECOND FLOOR

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams GROUND FLOOR

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams FIRST FLOOR

1 Cum




Sl. No.

22 SF

1 15.00 7753 116295 20.53 20.53 9718.75 199526 83231 0

###

23 TF

1 1.50 8367.6 12551 1.54 1.54 10003.00 15405 2854 0

###

24 GF

### 24.36 24.36 1382.30 33673 33673 0

###

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams SECOND FLOOR

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams THIRD FLOOR

1 Cum

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 175mm thick GROUND FLOOR




Sl. No.

24 GF

1 295.00 809.45 238788 777.68 41.29 21.65 840.61 1100.40 925007 686219 0

###

21 FF

#REF! #REF! #REF! #REF! #REF! #REF!

###

25 FF

1 245.00 841.2 206094 757.68 757.68 1133.85 859095 653001 0

###


1 Sqm

t

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 140mm thick FIRST FLOOR


1 Sqm

t




Sl. No.

26 SF

1 245.00 916.05 224432 124.61 124.61 1167.35 145461 0 78971

###

27 TF

1 19.00 990.85 18826 20.36 20.36 1200.85 24443 5617 0

###

24 GF

### #REF! #REF! #REF! #REF! #REF! #REF!

###

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 125mm thick SECOND FLOOR

1 Sqm

t

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 125mm thick THIRD FLOOR

1 Sqm

t





Sl. No.

28 GF

1 6.00 712 4272 0.00 0 0 4272

###

25 FF

24.36 24.36 1421.65 34631 34631 0

###

29 FF

1 6.00 741.4 4448 0.00 0 0 4448

###


1 Sqm

t



1 Sqm

t




Sl. No.

26 SF

204.09 #REF! #REF! #REF! #REF! #REF! #REF!

###

26 SF

59.86 #REF! #REF! #REF! #REF! #REF! #REF!

###

30 SF

1 6.00 805.25 4832 0.00 0 0 4832

###


Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 175m thick SECOND FLOOR


1 Sqm

t




Sl. No.

31 GF

1 23.00 954.15 21945 0.00 0 0 21945

###

32 FF

1 23.00 988.25 22730 0.00 0 0 22730

###

33 SF

1 23.00 1074.05 24703 0.00 0 0 24703

###


1 Sqm

t


1 Sqm

t


1 Sqm

t




Sl. No.

34 GF

1 20.00 563.3 11266 18.36 0.72 27.21 46.29 786.15 36391 25125 0

###

35 FF

1 20.00 592 11840 40.56 40.56 816.00 33097 21257 0

###

36 SF

1 20.00 620.7 12414 12.60 12.60 845.85 10658 0 1756

###

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Sunshades / Chajjas for 75mm thick at Fixed end and 50mm thick at Free end and for a width of 0.60 Mts. etc complete for finished item of work GROUND FLOOR

1 Sqm

t

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Sunshades / Chajjas for 75mm thick at Fixed end and 50mm thick at Free end and for a width of 0.60 Mts. etc complete for finished item of work FIRST FLOOR

1 Sqm

t

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Sunshades / Chajjas for 75mm thick at Fixed end and 50mm thick at Free end and for a width of 0.60 Mts. etc complete for finished item of work SECOND FLOOR

1 Sqm

t




Sl. No.

37 GF

1 10.00 380.3 3803 0.00 0 0 3803

###

38 GF

1 158.00 4020.55 635247 76.85 48.69 20.11 23.00 168.65 4415.80 744710 109463 0

###

39 FF

1 56.00 4241.55 237527 55.00 55.00 4635.05 254928 17401 0

###

40 SF

1 56.00 4462.45 249897 58.65 58.65 4854.20 284699 34802 0

###

41 TF

1 5.00 4683.4 23417 0.00 0.00 5149.95 0 0 23417

###

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Shelves of 25mm thick GROUND FLOOR

1 Sqm

t

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. GROUND FLOOR

1 Cum

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. FIRST FLOOR

1 Cum

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. SECOND FLOOR

1 Cum

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. THIRD FLOOR

1 Cum




Sl. No.

42 GF

10 217.00 4917.55 106711 13.81 13.81 554.20 7654 0 99057

###

43 FF

10 168.00 5359.65 90042 13.81 13.81 596.55 8238 0 81804

###

44 SF

10 168.00 5801.65 97468 14.40 14.40 596.55 8590 0 88878

###

45 TF

10 79.00 6243.75 49326 0.00 0 0 49326

###

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using second class bricks of size 23 x 11 x 7 Cm having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges. GROUND FLOOR

10 Sqm

ts

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using second class bricks of size 23 x 11 x 7 Cm having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges. FIRST FLOOR

10 Sqm

ts

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using second class bricks of size 23 x 11 x 7 Cm having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges. SECOND FLOOR

10 Sqm

ts

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using second class bricks of size 23 x 11 x 7 Cm having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges. THIRD FLOOR

10 Sqm

ts




Sl. No.

46S

TE

EL

G

1 17.20 63293.55 1088649 18.00 0.81 2.12 0.3 21.23 61763.00 1311222 222573 0

46

ST

EE

LF

1 6.50 63293.55 411408 12.00 12.00 62447.00 749364 337956 0

###

46

ST

EE

LS

1 6.50 63293.55 411408 5.00 5.00 63131.00 315655 0 95753


1 MT


1 MT


1 MT




Sl. No.

46

1 0.30 63293.55 18988 0.77 0.77 63815.00 49074 30086 0

47 GF

10 634.00 2755 174667 438.72 141.33 198.30 778.35 317.40 247047 72380 0

###

48 FF

10 380.00 2968.75 112813 567.46 567.46 340.80 193390 80577 0

###

44 SF

#REF! #REF! #REF! #REF! #REF! #REF!

###

STEEL

T


1 MT

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904) GROUND FLOOR

10 Sqm

ts

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904) FIRST FLOOR

10 Sqm

ts

RCC (1:5:10) corresponding to M15 grade as per IS 456 equivalent to proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for dummy columns. SECOND FLOOR




Sl. No.

49 SF

10 380.00 3182.7 120943 500.81 500.81 364.25 182420 61477 0

###

50 TF

10 50.00 3396.45 16982 370.74 370.74 3808.20 1411852 1394870 0

###

. GF

### 42.60 42.60 196.75 8382 8382 0

###

51 GF

10 290.00 1104.55 32032 239.47 34.35 273.82 146.10 40005 7973 0

###

48 FF

350.46 350.46 238.60 83620 83620 0

###

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904) SECOND FLOOR

10 Sqm

ts

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904) THIRD FLOOR

10 Sqm

ts

Plastering to even surfaces of wall with CM (1:3) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) GROUND FLOOR

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) GROUND FLOOR

10 Sqm

ts

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) ) FIRST FLOOR




Sl. No.

52 FF

10 240.00 1153.45 27683 395.24 395.24 154.65 61124 33441 0

###

53 SF

10 240.00 1202.35 28856 254.91 254.91 365.10 93068 64212 0

###

50 TF

42.00 1275.75 5358 0 0 5358

###

50 TF

16.00 1265.85 2025 132.61 132.61 1733.35 229860 227835 0

###

50 TF

108.62 108.62 285.45 31006 31006 0

###

50 TF

3.00 3011.00 9033 5.00 5.00 3486.00 17430 8397 0

###

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) FIRST FLOOR

10 Sqm

ts

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) SECOND FLOOR

10 Sqm

ts

Ceiling Plastering with CM(1:) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) THITD FLOOR

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) THITD FLOOR

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) THITD FLOOR

Supply and fixing of Door size 1.05 x 2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work. THITD FLOOR




Sl. No.

50 TF

2.00 1295.1 259 0 0 259

###

50 TF

100.00 257.65 25765 0 0 25765

###

50 TF

42.00 1066.8 4481 0 0 4481

###

50 TF

50.00 816.4 4082 370.74 370.74 92.31 34223 30141 0

###

54 TF

10 16.00 238.8 382 108.62 108.62 29.30 3183 2801 0

###

Painting to new Wood with two coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making three coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and reminds of loose powedered materials including cost and conveyance of alla materials to work site and all operational, incidental, labour charges etc.. complete for finished item of work as per SS911 for internal walls and ceiling.k. THITD FLOOR

10 Sqm

ts

Supply and Fixing of 110mm dia PVC pipe for rainwater spouts complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.. THITD FLOOR

10 Sqm

ts

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) THITD FLOOR

10 Sqm

ts

Painting to new walls with two coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making three coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and reminds of loose powedered materials including cost and conveyance of alla materials to work site and all operational, incidental, labour charges etc.. complete for finished item of work as per SS911 for internal walls and ceiling.k. THITD FLOOR

10 Sqm

ts

White washing two coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls THITD FLOOR

10 Sqm

ts




Sl. No.

51 GF

350.46 350.46 215.15 75401 75401 0

###

55 GF

10 589.00 1059.8 62422 #REF! 108.54 200.30 #REF! #REF! #REF! #REF! #REF!

###

56 FF


###

57 SF

10 0.00 1173.25 0 239.99 239.99 262.05 62889 62889 0

###

58 GF

10 126.00 1684.45 21224 0.00 0.00 0 0 21224

###

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) GROUND FLOOR

Plastering to even surfaces of wall with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) GROUND FLOOR

10 Sqm

ts

Plastering to even surfaces of wall with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) FIRST FLOOR

10 Sqm

ts

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)) SECOND FLOOR

10 Sqm

ts


10 Sqm

ts




Sl. No.

60 GF

10 399.00 5458.15 217780 219.47 88.18 307.65 1026.68 315858 98078 0

###

61 FF

10 250.00 5629.7 140743 395.24 395.24 1046.87 413765 273022 0

###

57 SF

10 380.00 1203.8 45744 8.36 8.36 262.05 2191 0 43553

###

57 SF

10 250.00 5801.3 145033 0.00 0.00 0.00 0 0 145033

###

57 SF

10 20.00 6220.55 12441 0.00 0.00 0.00 0 0 12441

###

Flooring and Treads with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work. GROUND FLOOR

10 Sqm

ts

Flooring and Treads with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work. FIRST FLOOR

10 Sqm

ts

Plastering to even surfaces of wall with CM (1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) ) SECOND FLOOR

10 Sqm

ts


10 Sqm

ts


10 Sqm

ts




Sl. No.

57 SF

243.86 243.86 369.50 90105 90105 0

###

57 SF

8.00 3011.00 24088 4.00 4.00 8843.04 35372 11284 0

###

57 SF

8.00 3369.00 26952 0.00 0.00 0.00 0 0 26952

###

57 SF

20.00 4253.00 85060 20.00 20.00 6737.86 134757 49697 0

###

Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work) SECOND FLOOR

Supply and fixing of Door size 1.05x2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work. SECOND FLOOR

Supply and fixing of Door size 0.75x2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work. SECOND FLOOR

Supply and fixing of Window of Size 0.90 x 1.22 M Six Leaf shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame of Medium Teak wood of section 100mm x 32 mm thick and window planks of medium fiber board exterior both sides laminated 12mm thick and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.. SECOND FLOOR




Sl. No.

57 SF

320.00 1066.80 34138 244.36 244.36 130.70 31938 0 2200

###

57 SF

440.00 816.40 35922 493.88 493.88 92.31 45590 9668 0

###

57 SF

240.00 238.80 5731 254.91 254.91 29.30 7469 1738 0

###

62 SF

10 90.00 1295.1 11656 178.20 178.20 166.15 29608 17952 0

###

63 GF

10 20.00 5829.35 11659 13.19 9.60 22.79 994.30 22660 11001 0

###

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911).. SECOND FLOOR

Painting to new walls with two coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making three coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and reminds of loose powedered materials including cost and conveyance of alla materials to work site and all operational, incidental, labour charges etc.. complete for finished item of work as per SS911 for internal walls and ceiling. SECOND FLOOR

White washing two coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls. SECOND FLOOR

Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors SECOND FLOOR

10 Sqm

ts

Providing Skirting to internal walls and Risers of Steps to 15 cm height with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work. GROUND FLOOR

10 Sqm

ts




Sl. No.

61 FF

20.00 6024.95 12050 7.94 7.94 1016.75 8073 0 3977

###

61 FF

8.00 3011 24088 10.00 10.00 8843.04 88430 64342 0

###

61 FF

8.00 3369 26952 0.00 0.00 0.00 0 0 26952

###

61 FF

20.00 4305 86100 11.00 11.00 6737.86 74116 0 11984

###

61 FF

240.00 238.8 5731 395.24 395.24 29.30 11581 5850 0

###

Providing Skirting to internal walls and Risers of Steps to 15 cm height with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work. FIRST FLOOR

Supply and fixing of Door size 1.05 x 2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.. FIRST FLOOR

Supply and fixing of Door size 0.75 x 2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.. FIRST FLOOR

Supply and fixing of Window of Size 0.90 x 1.22 M Six Leaf shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame of Medium Teak wood of section 100mm x 32 mm thick and window planks of medium fiber board exterior both sides laminated 12mm thick and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work. FIRST FLOOR

White washing two coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls. FIRST FLOOR




Sl. No.

61 FF

440.00 816.4 35922 567.46 567.46 92.31 52382 16460 0

###

61 FF

90.00 1295.1 11656 0.00 0 0 11656

###

61 FF

320.00 1066.8 34138 350.46 350.46 130.70 45805 11667 0

###

63 GF

### 12.00 3011 36132 7.00 4.00 11.00 8843.04 97273 61141 0

###

Painting to new walls with two coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making three coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and reminds of loose powedered materials including cost and conveyance of alla materials to work site and all operational, incidental, labour charges etc.. complete for finished item of work as per SS911 for internal walls and ceiling.. FIRST FLOOR

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors FIRST FLOOR

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) .. FIRST FLOOR

Supply and fixing of Door size 1.05 x 2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.. GROUND FLOOR




Sl. No.

63 GF

### 20.00 4253 85060 11.00 11.00 6737.86 74116 0 10944

###

63 GF

### 33.00 3369.00 111177 2.00 12.00 14.00 5965.03 83510 0 27667

###

63 GF

### 4.00 4.00 1783.95 7136 7136 0

###

63 GF

### 25.00 1143.00 28575 0.00 0.00 0.00 0 0 28575

###

63 GF

### 64.00 7873.55 50391 #REF! 18.61 #REF! #REF! #REF! #REF! #REF!

###

Supply and fixing of Window of Size 0.90 x 1.22 M shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame 3 verticals of Medium Teak wood of section 100mm x 32 mm thick and BISON PANEL CEMENT BONDED PARTICLE BOARD CONFORMING TO IS 14276 and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.. GROUND FLOOR

Supply and fixing of Door size 0.75 x 2.00 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.. GROUND FLOOR

Supply and fixing of medium teak wood Ventilators of size 0.60x0.40M with safety bars of 10mm square rods at 100mm centre to centre horizontally and vertically as per approved drawing of Engineer-in-charge including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges etc., complete for finished item of work.. GROUND FLOOR

Supply and fixing of M.S Grill of Size 1..83x1.37m with outer angular frame rollef sheet horizontally and vertically as per approved drawing of Engineer-in-charge including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges etc., complete for finished item of work.. GROUND FLOOR

Flooring with ceramic tiles 7.3mm thick of 1st quality all shades of makes Jhonson & Jhonson, Kajaria, Nitco and Marbonite, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work. GROUND FLOOR




Sl. No.

63 GF

### 153.00 9077.75 138890 #REF! 10.07 #REF! #REF! #REF! #REF! #REF!

###

63 GF

### 533.00 238.80 12728 239.47 239.47 29.30 7016 0 5712

###

63 GF

### 535.00 816.40 43677 438.72 438.72 92.31 40498 0 3179

###

63 GF

### 108.54 200.30 308.84 130.70 40365 40365 0

###

63 GF

### 165.00 1295 21368 0 0 21368

###

Dadooing to walls with Decorated white back ground glazed tiles 200mm x 152mm 1st. quality of any bramd as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work . GROUND FLOOR

White washing two coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls . GROUND FLOOR

Painting to new walls with two coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making three coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and reminds of loose powedered materials including cost and conveyance of alla materials to work site and all operational, incidental, labour charges etc.. complete for finished item of work as per SS911 for internal walls and ceiling. . GROUND FLOOR

Painting to New Internal Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) . GROUND FLOOR

Painting to New Wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors . GROUND FLOOR




Sl. No.

63 GF

21.00 723.60 1520 24.85 24.85 166.15 4129 2609 0

###

66 GF

10 574.00 1066.8 61234 350.46 141.33 198.30 690.09 130.70 90194 28960 0

###

67 ALL

10 9136.25 0 0.00 0 0 0

68 ALL

10 837.9 0 0.00 0 0 0

69 ALL

10 247.2 0 0.00 279.10 0 0 0

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors . GROUND FLOOR

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) . GROUND FLOOR

10 Sqm

ts

Dadooing to walls with Decorated white back ground glazed tiles 200mm x 152mm 1st. quality of any bramd as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work. ALL FLOORS

10 Sqm

ts

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911)

10 Sqm

ts


10 Sqm

ts




Sl. No.

70 ALL

10 1099.9 0 0.00 1240.45 0 0 0

71 ALL

1 3023 0 0.00 3486.00 0 0 0

72 ALL

1 3380 0 0.00 3786.00 0 0 0

73 ALL

1 4266 0 0.00 4681.00 0 0 0


10 Sqm

ts

Supply and fixing of Door size 0.98 x 1.98 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 65 mm, and Single flush door shutter solid bond wood block board type with commercial ply on both faces 35mm thick with Lamination 1mm thick on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 3 nos, MSPC Handles 125 mm Long 1 No, MSPC Tower Bolt 150mm long 2 Nos, MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos, and Heavy Duty Door Stopper 1 Nos., Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.

1 Sqm

t

Supply and fixing of Door size 0.75 x 1.98 M Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 65 mm, and Single flush door shutter solid bond wood block board type with commercial ply on both faces 35mm thick with Lamination 1mm thick on one side (outside) and PVC sheet on other side (inside) , Hardware fixtures ie., MSPC Butt Hinges 150mm Long 3 nos, MSPC Handles 125 mm Long 1 No, MSPC Tower Bolt 150mm long 1 Nos, MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos, , including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.

1 Sqm

t

Supply and fixing of Window of Size 0.90 x 1.22 M Two Leaf shutter with window frame of Medium Teak wood of Outer Section of size 100 mm x 65 mm and shutter frame of Medium Teak wood of section 70mm x 35 mm thick and window planks of BISON PANEL CEMENT BONDED PARICLE BOARD CONFORMING TO IS 14276 - 12mm thick and safety bars of 10 mm square bars at 150mm center to center distance horizantally & vertically welded to Flat of Size 25mm x 4mm, and Hardware fixtures ie., MSPC Butt Hinges 125mm Long 4nos, MSPC Handles 125 mm Long 2 Nos, MSPC Tower Bolt 150mm long 4 Nos, MS Hold Fast 6 Nos and Window Stopper 2 Nos. including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.

1 Sqm

t




Sl. No.

74 ALL

10 743.35 0 0.00 0 0 0

75 ALL

10 1329.2 0 0.00 1481.50 0 0 0

76 ALL

1 257.65 0 0.00 0 0 0

77 ALL

10 1143 0 0.00 0 0 0

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over red oxide primer Grade-I making three (3) coats in all to given and even shade after thourughly brushing the surface to remove all dirt and remains of loose powered materials, including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

10 Sqm

ts

Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors

10 Sqm

ts

Supply and fixing of 110mm dia ISI mark PVC rain water spouts of 2.5mm thick including cost of necessary PVC bends, shoes and pipe clips and all other accessories and fixing in position including cost and conveyance of all materials to site sales and other taxes on all materials, all operational, incidental and labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practicesuch as fixing in alignment etc., complete for finished item of work. (APSS NO. 1328)

1 Rmt

Supply and fixing of M.S.Grill of size 1.83m x 1.37m with outer angular frame of rolled steel equal angle of ISA 2525 of size 25mm x 25mm x 4mm welded with safety bars of 10mm square rods at 100mm centre to centre horizontally and verticlally including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges and fixing in position etc., complete for finished item of work.

10 Sqm

ts




Sl. No.

KD

-WS

1 0 3.00 3.00 5488.00 16464 16464 0

###

KD

-WS

1 0 12 12.00 1553.40 18641 18641 0

###

1

TB

-WS

1 Rmt 10.00 363.7 3637 220.00 220.00 386.95 85129 81492 0

###

2

TB

-WS

1 40.00 220 8800 28.10 28.10 243.30 6837 0 1963

###

3

TB

-WS

1 0 17.40 17.40 175.00 3045 3045 0

###

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing, sales and other taxes on all materials etc., complete for fi

Each

Supplying & Fixing Orissa Pan 580 mm x 440 mm white glazed W.C 1st quality ISI marked conforming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware/ Parryware/ Neycer - ISI mark 580 mm x 440mm as approved by the Engineer-in-charge fixed in brick masonry with necessary ‘S’ trap of water closet, shall be encased in C.C. (1:2:4) 6" alround well above the joint, to stop leakage at the joint, cost & conveyance of all materials and labour charges etc., including sales and other taxes on all materials complete for finished item of work for all floors

Each



Each

Supplying, laying, jointing and testing 63 mm SWG pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1:5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 914.4 mm (3'0") depth and refilling with watering and tamping including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (A.P.S.S.No. 1301 & 1318)

Each




Sl. No.

4

TB

-WS

1 0 60.95 60.95 225.75 13759 13759 0

###

5

TB

-WS

1 16.00 318.1 5090 19.00 19.00 361.45 6868 1778 0

###

6

TB

-WS

1 3.00 4669.5 14009 9.00 9.00 5488.00 49392 35383 0

###

6

TB

-WS

1 2.00 604.2 1208 0 1208

###

7

TB

-WS

1 0 17.00 17.00 3442.80 58528 58528 0

###


Each

Supplying & fixing CI Nahany traps 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs with N.P. Cover for all floors, including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (APSS No 1326) for All Floors. (BMW-C.41)

Each


Each

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8MM X 288.6 MM (12"X9") CI frame and hinged cover including labour for fixing and laying the SWG junctions/plugs/bends with air tightcement joints etc., complete including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work as directed by Engineer-in-charge.

Each


Each




Sl. No.

8

TB

-WS

1 6.00 1487.7 8926 17.00 17.00 1553.40 26408 17482 0

###

9

TB

-WS

1 2.00 3593.3 7187 1.00 1.00 174.50 175 0 7012

###

10

TB

-WS

1 8.00 2321.05 18568 4.00 4.00 812.85 3251 0 15317

###

10

TB

-WS

1 16.00 234.8 3757 0 3757

###

10

TB

-WS

1 8.00 496 3968 0 3968

###

10

TB

-WS

1 8.00 158.5 1268 0 1268

###

11

TB

-WS

1 12.00 249.7 2996 33.00 33.00 254.90 8412 5416 0

###

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charg

Each

Supply and Fixing European Water Closet of 1st quality conforming to IS:2556-part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap including cost of plastic sheet and lid for European Water Closet with rubber or plastic buffers as per IS:2548-1996 and PVC low level single flush 10 litere capacity system with internal components and short bend of make Parryware slim line including cost and conveyance of all materials to site, labour charges for fixing etc., complete for finished item of work. for all floors(BMW-D.13)

Each

Supplying & Fixing 550 x 400 mm Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore single Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso/Nice/Senior or equivalent complete with standard CI brackets including wooden block, 12.7mm PVC connection with Brass union nut CP coated, 12.7mm dia first qualifty NP angle stop cock, 38.1mm CP waste coupling , 31.75mm dia PVC flexible waste pipe of 914.4mm length of first quality including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. for All Floors (.BMW-G.08)

Each

Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598

Each

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Each

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work.

Each


Each




Sl. No.

11

TB

-WS

1 12.00 393.3 4720 0 4720

###

11

TB

-WS

1 44.00 172.2 7577 0 7577

###

11

TB

-WS

1 24.00 191.6 4598 0 4598

###

11

TB

-WS

1 32.00 250.82 8026 0 8026

###

11

TB

-WS

1 4.00 352.3 1409 0 1409

###

11

TB

-WS

1 4.00 695.4 2782 0 2782

###


Each

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.(15mm Dia)

Each


Each


Each


Each

Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.

Each




Sl. No.

11

TB

-WS

1 3000.00 5.7 17100 0 17100

###

11

TB

-WS

1 1.00 5237 5237 0 5237

###

12

TB

-WS

1 0 107.80 107.80 329.50 35520 35520 0

###

1

Ele

c

1 Rmt 755.00 59.78 45134 1064.45 1064.45 70.35 74884 29750 0

###

1

Ele

c

1 Rmt 535.00 70.24 37578 0.00 0 37578

###

1

Ele

c

1 Rmt 197.00 357.96 70518 0 0.00 349.20 0 0 70518

###

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges for placing and fixing in position as directed by Engineer-in-Charge.

Each

Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on cantilever brackets including 32 mm CP waste coupling including supply & fixing of 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of 1st quality, chasing brick masonry wall and making good after construction i.e., restoring to original srufaces etc., complete including cost and conveyance of all materials and labour charges for all operations etc., complete for finished item of work in all floors

Each


Each

Supply and fixing of ISI mark 25mm dia 2.2mm thick PVC conduit pipe Sudhakar / Macoplast / Modimake concealed in roof slab with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan point and seperate plug point with teak wood deep box including cost and conveyance of all materials to site and labour charges, sales tax etc., complete for finished item of work. (SSR 2012-13, item No.1.4.1)

Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

Supplying and wiring with 2 runs of 14/0.3m (1.00 Sq.mm) FRLS / HFFR P.V.C. insulated ISI Copper Cable GM/L&T/RPG/Havells/V-Guard/Power Flex/Polycab/Gold Medal/ Standard /Milion / Vimal/ Suncab/ Paragaon / FortuneArt make in the existing metallic / non-metallic conduct pipe with 6A 1 Way flush type switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work for light, bell, fan and exhaust fan points in Non-Residential Buildings (SSR-2012-13, item No. 2.1.1)ing cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work




Sl. No.

1

Ele

c

1 32.00 100.18 3206 0 0 3206

###

1

Ele

c

1 2.00 332.08 664 0 0 664

###

1

Ele

c

1 62.00 71.82 4453 0 0 4453

###

1

Ele

c

1 9.00 2863.91 25775 0 0 25775

###

1

Ele

c

1 1.00 5662 5662 0 0 5662

###

1

Ele

c

1 Rmt 150.00 74.73 11210 0 0 11210

###

1

Ele

c

1 91.00 448 40768 0 0 40768

###

1

Ele

c

1 4.00 2593.5 10374 0 0 10374

###

1

Ele

c

1 2.00 3314.72 6629 0 0 6629###

1

Ele

c

1 1.00 1838.42 1838 0 0 1838###

1

Ele

c

1 10.00 2035.38 20354 0 0 20354

###

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Makes : Anchor / Gold Medal Olive /Million Zoom

Each

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Plug Socket.Makes : Gold Medal / ANCHOR/ OLIVE/Million ZOOM.

Each

Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation).Makes : Gold Medal /Million / Vimal

Each

Supply and fixing SPN - Vertical type Distribution board with IP -20 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 6Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc.

Each

Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS/GE/L&T Hanger/SIEMANS/SCHNEIDERS.

Each

Supply and 2 runs of 2.5 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make: Finolex / L&T

Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk: Trinic , tube : Philips / crompton

Each

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes

Each

Supply and erecting Exaust fan Makes: Phillips / GE / Wipro /Thornes tax etc. complete for finished item of work

Each

Supply and erecting Exaust fan Makes: Phillips / GE / Wipro /Thornes tax etc. complete for finished item of work

Each

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thornes tax etc. complete for finished item of work

Each




Sl. No.

2

Ele

c

1 1.00 7894.61 7895 0 7895

###

1 Rmt 0 0.00 0 0

78

1 220 0 0.00 0 0 0

79

1 363.7 0 0.00 0 0 0

80

1 4669.5 0 0.00 5698.90 0 0 0

81

1 604.2 0 0.00 0 0 0

Supply of 1x40W Flood light fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thornes tax etc. complete for finished item of work

Each

Supply & fixing of 50mm dia MS Pipe including cost and conveyance of all labour charges etc. complete for finished item of work.

Supplying and laying, filling, jointing and testing SWG SP-1 101.6MM pipe conforming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges , Overheads & Contractor profit etc., complete for finished item of work (APSS NO 1301 & 1318)

1 Rmt

Supplying, laying, jointing and testing 152.4 mm SWG pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 914.4 mm(3'0") depth and refilling with watering and tamping including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (A.P.S.S.No. 1301 & 1318)

1 Rmt

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing, sales and other taxes on all materials etc., complete for finished item of work. (A.P.S.S. No. 1325).

Each

Supplying and fixing 150.00mm x 100.00mm gully trap conforming to ISI 651 & 4127 with CI grating and constructing brick masonry intermediate chamber in CM (1:6) prop. and fitted with RCC cover 3" thick as directed by Engineer-in-charge including cost and conveyance of all materials to site, labour charges , Overheads & Contractors profit etc., complete for finished item of work.

Each




Sl. No.

82

1 318.1 0 0.00 0 0 0

83

1 3593.3 0 0.00 0 0 0

84

1 2321.05 0 0.00 0 0 0

85

1 234.8 0 0.00 258.80 0 0 0

86

1 496 0 0.00 0 0 0

87

1 158.5 0 0.00 174.50 0 0 0

Supplying & fixing CI Nahani traps 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs with N.P. Cover for all floors, including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (APSS No 1326) for All Floors.

Each

Supply and Fixing European Water Closet of 1st quality conforming to IS:2556-part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap including cost of plastic sheet and lid for European Water Closet with rubber or plastic buffers as per IS:2548-1996 and PVC low level single flush 10 litere capacity system with internal components and short bend of make Parryware slim line including cost and conveyance of all materials to site, labour charges for fixing etc., complete for finished item of work. for all floors

Each

Supplying & Fixing 550 x 400 mm Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore single Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso/Nice/Senior or equivalent complete with standard CI brackets including wooden block, 12.7mm PVC connection with Brass union nut CP coated, 12.7mm dia first qualifty NP angle stop cock, 38.1mm CP waste coupling , 31.75mm dia PVC flexible waste pipe of 914.4mm length of first quality including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. for All Floors.

Each

Supplying and fixing NP Soap Dish heavy type with NP SCREWS duly embedded in the Brick Masonry wall complete for finished item of work for all floors, including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each

Supplying and fixing TV shape mirror with plastic frame size 609.6 x 457.20mm including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each

Supplying and fixing of 25.4mm dia and 609.6mm long alluminium anodized towel rods with brackets and alluminium screwes fixed into the wall over wooden gutties etc., including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each




Sl. No.

88

1 249.7 0 0.00 274.75 0 0 0

89

1 393.3 0 0.00 0 0 0

90

1 172.2 0 0.00 0 0 0

91

1 191.6 0 0.00 0 0 0

92

1 250.8 0 0.00 0 0 0

Supplying & Fixing 12.7mm N.P bib tap Indian make 300 grams Seiko / Nice/ Senior or equivalent including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each

Supplying & Fixing 12.7mm N.P bib tap Indian make 400 grams Seiko / Nice/ Senior or equivalent including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each

Supplying & fixing 15mm nominal bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges , Overheads & Contractors profit complete for finished item of work.

1 Rmt


1 Rmt


1 Rmt




Sl. No.

93

1 352.3 0 0.00 0 0 0

94

1 695.4 0 0.00 0 0 0

95

1 5.7 0 0.00 0 0 0

96

1 1487.7 0 0.00 1635.90 0 0 0

97

1 5237.2 0 0.00 0 0 0

1 0 0.00 163.00 0 0 0

1 0 0 0 0

1 0 0.00 85.00 0 0 0


1 Rmt

Supplying & fixing tested gun metal peet valve of 25mm DIA Gunmetal Gate (GM peet) valve as per IS - 778 Class - I, Indian make heavy type - make or equivalent screwed type 1st quality of approved type including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each

Providing and placing on terrace (at all floor levels)polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges , Overheads & Contractors profit complete for finished item of work.

1 Litre

Supplying & Fixing Orissa Pan 580 mm x 440 mm white glazed W.C 1st quality ISI marked conforming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware/ Parryware/ Neycer - ISI mark 580 mm x 440mm as approved by the Engineer-in-charge fixed in brick masonry with necessary ‘S’ trap of water closet, shall be encased in C.C. (1:2:4) 6" alround well above the joint, to stop leakage at the joint, cost & conveyance of all materials and labour charges etc., including sales and other taxes on all materials complete for finished item of work for all floors.

Each

Supplying & fixing SINGLE BOWL stainless steel sink size 24" x18" x 8 " (609.6x457.2x203.2mm) 1 mm thick with accessories complete for finished item of work for all floors, including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Each

Supplty and fixing of 110mm dia SWR PVC pipe Ashirvad make including cost of materials and labour charges etc., complete for finished item of work

Each

Supplty and fixing of 63mm dia SWR PVC pipe Ashirvad make including cost of materials and labour charges etc., complete for finished item of work

Each

Supplty and fixing of CPVC pipe (1 1/4") 32mm dia pipe Ashirvad make including cost of materials and labour charges etc., complete for finished item of work

Each




Sl. No.

1 0 0.00 90.00 0 0 0

98

1 59.78 0 1064.45 1064.45 70.35 74884 74884 0

99

1 59 0 0.00 59.80 0 0 0

100

1 70.24 0 0.00 0 0 0

101

1 357.96 0 0.00 357.96 0 0 0

102

1 100.18 0 0.00 100.20 0 0 0

103

1 71.82 0 0.00 71.85 0 0 0

Supplty and fixing of CPVC pipe (1 1/4") 32mm dia Gate value Ashirvad make including cost of materials and labour charges etc., complete for finished item of work

Each

Supply and fixing of ISI mark 25mm dia 2.2mm thick PVC conduit pipe Sudhakar / Macoplast / Modimake concealed in roof slab with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan point and seperate plug point with teak wood deep box including cost and conveyance of all materials to site and labour charges, sales tax etc., complete for finished item of work.

1 Rmt

Supply and fixing of ISI mark 25mm dia 2.2mm thick PVC conduit pipe Sudhakar / Macoplast / Modimake concealed on surfarce with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan point and seperate plug point with teak wood deep box including cost and conveyance of all materials to site and labour charges, sales tax etc., complete for finished item of work.

1 Rmt

Supply and fixing of ISI mark 25mm dia 2.2mm thick PVC conduit pipe Sudhakar / Macoplast / Modi make concealed in wall with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan pointand seperate plug point with teak wood deep box including cost and conveyance of all materials to site and labour charges, sales tax etc., complete for finished item of work.

1 Rmt

Supplying and wiring with 2 runs of 14/0.3m (1.00 Sq.mm) FRLS / HFFR P.V.C. insulated ISI Copper Cable GM/L&T/RPG/Havells/V-Guard/Power Flex/Polycab/Gold Medal/ Standard /Milion / Vimal/ Suncab/ Paragaon / FortuneArt make in the existing metallic / non-metallic conduct pipe with 6A 1 Way flush type switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work for light, bell, fan and exhaust fan points in Non-Residential Buildings.

Point

Supply and fixing of 6A 3/2 pin flush type socket with 6A switch control of Anchor / Gold medal olive / Million zoom make with ISI mark on a common switch board with earth continuity including wire leads, earth connections including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work

Each

Supply and fixing of Batton Holder/Slanting holder in lieu of ceiling rose of light point complete with allconnetions and all labour charges with 40Watt bulb etc., complete for new installation. Maru Make

Each




Sl. No.

104

1 2863.91 0 0.00 2863.95 0 0 0

105

1 5662 0 0.00 0 0 0

106

1 74.73 0 0.00 74.75 0 0 0

107

1 448 0 0.00 0 0 0

108

1 2593.5 0 0.00 2593.5 0 0 0

109

1 7894.61 0 0.00 0 0 0

Supply and fixing of 8 way SPN type distribution board with IP-20 protection of make Standard / Havells /HPL / Toyoma suitable for single phase 40A DP isolator and 6 Nos. 6-32 A MCB's make Standard / Havells / HPL / Toyoma / C &S as out going with internal connections including cost and conveyance of all materials to site, labour charges for surface / flush mounting etc., sales tax complete for finished item of work.

Each

Supply and fixing 4 way TPN Distribution board horizontal with IP-20 protection of make Standard / Havells / HPL/Toyoma/ C &S suitable for three phase 63A Four pole Isolator of make Standard / Havells / HPL/Toyoma/ C &S as incomer and 10kA single pole miniature circuit breakers twelve numbers(12Nos ) as out going with internal connections including cost and conveyance of all materials to site, labour charges for surface / flush mounting etc., sales tax complete for finished item of work.

Each

Supply and run of 2 of 36/0.3mm (2.5 Sqmm) PVC insulated flexible copper cable of make Standard / Havells /HPL / Toyoma in existing PVC conduit pipe circuits, MV Lamp/Security light points including laboiur charges (Phase, Neutral and earth) and run of 1 of 1.0 sqmm copper cable for earthing.

1 Rmt

Supply and fixing of 1 X 36/40W Patty type Tube light luminire powder coated CRCA sheet steel housing with copper chokes and all standard accessories including giving connection and all labour chrges etc., complete for finished item of work. Make : Cromption /Bajaj / Surya /Hpl /Havells.

Each

Providing independent earthing for main switches integrated circuit cutouts and moters with 40mm dia 'B' class GI Pipe of TATA/Zenith/GST make of 2.5 m length duly providing 12mm dia 16 Nos. holes and rewired bolts, nuts and washers, checknuts, Humepipe ring etc., as per IS specifications with necessary double GI earth wire NO. 8 SWG inclkuding filling with equal preparation of salt and charcoal in layers including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.

Each

Supply and fixing of 150 W MH Flood light luminaire with integral weather proof diecast Alluminium housing with IP65 protection of makes Surya /HPL/ Havells/ Venture with 150W MH lamp of makes HPL/Surya/ Havells /Venture 40 mm dia GI Pipe Medium Grade with bracket and anti-titling MS flat, 2.5 Sq.mm flexible copper cable including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.

Each




Sl. No.

110

1 332.08 0 0.00 0 0 0

111

1 2035.38 0 0.00 2035.40 0 0 0

112

1 1838.42 0 0.00 0 0 0

113

1 3314.72 0 0.00 0 0 0

1 0 0.00 2205.00 0 0 0

Supply and fixing of 16A 3pin / 6A 3pin plug socket with indicator lamp and 16Amps fuse unit and 16 Amps switch control (5 in one) of Milltec / Vimal opel / Maru mantero / Starex smil / CPL make with ISI mark duly recessed in wall with wooden deep box of 8" X 6" X 2 1/2" size covered with hylam sheet including earth continuity including cost and conveyance of all materials to site, labour charges and sales tax etc. complete for finished item of work

Each

Supply and fixing of 1 X 36/40 W weather proof fluorescent street light luminaire comprising canopy of sheet alluminium housing and UV stablised acrylic cover of makes Cromption / Bajaj / Surya /HPL/ Havells with copper / VPIT ballast capacitor , 40W tube and starter with 1.00 meter 25 mm dia GI pipe medium grade with bracket and anti titling MS flat etc., including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.

Each

Supply and erecting 12" (300mm) ISI, Light duty Exhaust fan with wire guard of makes Crompton / Bajaj Bahar WG / Havells Ventil Air-DB / Orient Hill air V AC 50 C/S wire mesh, duly erected in an approved manner and painted with lettering by enamel paint including masonry work and making the hole and finishing including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.

Each

Supply and erecting Heavy duty exhaust fan of Crompton/Almounard/Havells Turbo Force make of 250v AC 50 C/S 300 mm size (12") 900 RPM metallic blades duly erected in an approved manner and painted with lettering by enamel paint the Sr. No. and date of erection including masonry work and making the hole and finishing including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.

Each

Supply and errecting ceiling fan of Crompton high speed plus / Bajaj electra50 /orient energy star with 3 blades and double ball bearings and with condenser AC 250V 50 C/S of 48" 1200mm sweep completely erected in position with out regulator, canopy down rod up to 301.80 mm in length is provided with hook/clamps nuts and bolts and 24/02 flexible copper wire etc., complete and pointed with lettering by enamil paint the Sl. No. and date of errection including cost and conveyance of all materials and labour chargers etc., complete.

Each




Sl. No.

1 0 0.00 1248.30 0 0 0

1 0 0.00 110.50 0 0 0

TO TOTAL :: 8676213 #REF! #REF! #REF!

###

###

STEEL

Sanctioned Estimate :: 8676213 Excess :: #REF! ###

Working Estimate :: #REF! Less :: #REF! ###

Difference :: #REF! #REF! ###

Asst. Engineer Dy.Executive Engineer Executive Engineer Executive EngineerTW: Manuguru TW : Palvancha TW : Bhadrachalam TW : Bhadrachalam

Supply and fixing of TRINIC / ELLIOT or its equivalent make 1x28W Box type powder coated energy conserving tube light luminaire with Electronic ballast operating voltage range of 90 volts to 350 volts power factor>0.98 current less than 130ma crest factor and total hormonic distortion shall be as per IS specification with auto cut off at high voltage and auto restart at normal voltage suitable for 36/40W tube on teak wood round blocks with all accessories including giving connection and all labour chrges etc., complete for finished item of work.

Each

Supply and run of 4 of 10 sqmm wsc alluminium wire of makes FINOLEX GOLDMEDAL along with 14swg gi bearer wire through vc cleats with all accesseries includig cost and conveyance of all materials to site labour charges and sales tax etc comlete

Each

SUB-

LEAD 124

LEAD CHART


RATES AS PER COMMON SSR OF 2013-14 with cement and steel rates of 0

Sl. No. Description SSR Sl.No. Source of Material

Lead in KM

Total Unit perMR CT Total

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)1 Sand for Mortar M-005 Bhadrachalam 39.00 0.00 39.00 412.28 385.00 45.00 0.00 0.00 7.60 1.90 851.78 Cum.

2 Sand for filling& blindage M-004 Bhadrachalam 39.00 0.00 39.00 412.28 285.00 45.00 0.00 0.00 7.60 1.90 751.78 Cum.

3 Sand for plastering works M-006 Bhadrachalam 39.00 0.00 39.00 412.28 505.00 45.00 0.00 0.00 7.60 1.90 971.78 Cum.

4 Gravel M-008 Local 10.00 0.00 10.00 122.81 98.00 22.00 0.00 15.20 7.60 1.90 267.51 Cum.

5M-148

Thoggudem 21.00 0.00 21.00 238.60 245.00 50.00 0.00 30.35 15.17 3.79 582.91 Cum.

6 CSSR-A.14 Thoggudem 21.00 0.00 21.00 238.60 407.41 50.00 0.00 30.35 15.17 3.79 745.32 Cum.

7 CSSR-A.76 Thoggudem 21.00 0.00 21.00 238.60 933.33 50.00 0.00 30.35 15.17 3.79 1271.24 Cum.

8 M-055 Thoggudem 21.00 0.00 21.00 238.60 805.00 50.00 0.00 0.00 0.00 0.00 1093.60 Cum.

9 M-053 Thoggudem 21.00 0.00 21.00 238.60 1300.00 50.00 0.00 0.00 0.00 0.00 1588.60 Cum.

10 M-052 Thoggudem 21.00 0.00 21.00 238.60 1045.00 50.00 0.00 0.00 0.00 0.00 1333.60 Cum.

11 M-051 Thoggudem 21.00 0.00 21.00 238.60 890.00 50.00 0.00 0.00 0.00 0.00 1178.60 Cum.

12 M-050 Thoggudem 21.00 0.00 21.00 238.60 700.00 50.00 0.00 0.00 0.00 0.00 988.60 Cum.

13BMT-A.01

Gondigudem 40.00 0.00 40.00 673.95 3707.00 0.00 0.00 41.72 41.72 10.43 4474.82 1000 Nos

14

BMT-A.13 2.29249

Local 1.00 0.00 1.00 96.72 10000.00 0.00 0.00 95.64 95.64 23.91 10311.92 1000 Nos

15

BMT-A.10 5.158103

Local 1.00 0.00 1.00 217.62 19000.00 0.00 0.00 215.20 215.20 53.80 19701.81 1000 Nos

16

BMT-b08 25

Bethamcherla 400.00 0.00 400.00 257.30 257.30 7.00 0.00 0.76 0.38 0.09 522.83 1Sqm.

17

BMT-B.01 40

Thandur 400.00 0.00 400.00 210.41 90.00 4.00 0.00 1.21 0.61 0.15 306.38 1Sqm.

Avg. Thickness

in mm

Convence Charges

Initial Cost including Stacking Charges wherever

necesssary

Add Differenc in Seignio-

rage Charges

1% towards storage

Loading charges

unloading charges

Area allowence on

loading & unloading

charges @ 25 %

R.R. Stone(Granite, Dolamite &Trap variety)

C.R. Stone(Granite, Dolamite &Trap variety)

trough stones25 x25x45 to 60 cms

40mm HBG Metal (IS383-1970)

20mm M/c chips (IS383-1970)

13.2/12.5 mm M/c chips (IS383-1970)



2nd Class Bricks of size 23x11x7cm

Fly Ash Bricks of size 290 x100 x140 mm with compressive strength of 50 Kg /sq.cm

Fly Ash Bricks of size 290 x225 x 140 mm with compressive strength of 50 Kg/sq .cm

Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M)

LEAD 125

Sl. No. Description SSR Sl.No. Source of Material

Lead in KM

Total Unit perMR CT Total

Avg. Thickness

in mm

Convence Charges

Initial Cost including Stacking Charges wherever

necesssary

Add Differenc in Seignio-

rage Charges

1% towards storage

Loading charges

unloading charges

Area allowence on

loading & unloading

charges @ 25 %

18

BMT-B.12 18

Local 1.00 0.00 1.00 0.67 681.00 0.00 0.00 0.55 0.27 0.07 682.56 1Sqm.

19BMT-B.11 17

Local 5.00 0.00 5.00 1.76 2033.00 0.00 0.52 0.26 0.06 2035.59 1Sqm.

20 water M-189 Local 0.50 0.00 0.50 0.00 100.00 0.00 100.00 KL

21 Cement CSSR-A.05 At Site 0.00 0.00 0.00 0.00 4500.00 0.00 0.00 36.89 7.38 1.85 4546.12 M.T

22 M-126 At Site 0.00 0.00 0.00 0.00 44000.00 0.00 0.00 0.00 0.00 0.00 44000.00 M.T

23 CSSR-A.62 At Site 0.00 0.00 0.00 0.00 44000.00 0.00 0.00 44.23 8.84 2.21 44055.29 M.T

24 CSSR-A.68 At Site 0.00 0.00 0.00 0.00 44500.00 0.00 0.00 0.00 0.00 0.00 44500.00 M.T

25 M.S. Plates CSSR-A.69 At Site 0.00 0.00 0.00 0.00 43000.00 0.00 0.00 0.00 0.00 0.00 43000.00 M.T

CERTIFICATES:-

1 Certified that the above leads are true and correct to the best of my knowledge

2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal

3 Certified that the 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing

4 Certified that the work site does not falls within 12 Kms belt of any municipality/ Corporation Limits and hence no extra allowence is required

AEE/AE Dy. Executive Engineer Executive EngineerTW/ Gundala TW/SD/ Sudimalla TW/Division/ Bhadrachalam

Polished Marble Slabs of any variety 16 to 20 mm thick (size 0.457 x 0.457 M / 0.6 x 0.6 M)

High polished Granite 16 to 18 mm thick up to 8' 00" (2.43M) black

Mild Steel Bars (Fe 250) for 6mm

High Yield Strength Deformed Bars (Fe 415) for 8mm to 40mm dia

Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections

C-data

DATAConstruction of Post Matric Hostel for girls at Paloncha (V&M) in Khammam District

Overheads 14%COMMON STANDARD SCHEDULE OF RATES FOR THE YEAR 2013-14

25% Agency area allowence

LABOUR CHARGES

Sl.No Description Final Rate Unit

1 CEMENT MORTAR (1:2)MaterialCost of Sand 1.05 Cum 971.78 1 Cum 1020.37Cost of Cement 720 Kgs 4546.12 1000 Kgs 3273.21Man PowerLight Mazdoor 0.20 Nos 280.00 1 Day 56.00Add Agency area allowence 25% 56.00 14.00

Rate per cu.m. 4363.582 CEMENT MORTAR (1:3)

MaterialCost of Sand 1.05 Cum 971.78 1 Cum 1020.37Cost of Cement 480 Kgs 4546.12 1000 Kgs 2182.14Man PowerLight Mazdoor 0.20 Nos 280.00 1 Day 56.00Add Agency area allowence 25% 56.00 14.00









Rate per cu.m. 1908.67

SSR Sl.No.

Initial Rate

C-data

20mm 0.6 Cum 1588.60 1 Cum 953.1612mm 0.15 Cum 1333.60 1 Cum 200.0410mm 0.15 Cum 1178.60 1 Cum 176.796mm 0.10 Cum 988.60 1 Cum 98.86

Rate per 1 cu.m. Total 1428.85Hire charges of machinery

Description of machinery Units total

1 concrete mixer300/200 (diesel) Hour 54.60 74.30 174.20 303.102 Batchingplant 0.5 cum Hour 120.30 114.10 269.50 503.903 needle vibrator 40 mm (petrol) Hour 7.80 19.00 125.40 152.204 0.00

1

Light Mazdoor 0.364 Nos 280.00 1 Day 101.92Add Agency area allowence 25% 101.92 25.48

1 cu.m. 76.440 1 cu.m. 76.44add seigniorage charges 1 cum 22.00 1 cum 22.00Add 14% over heads 200.36 cu.m. 0.14 1 cu.m. 28.05

Rate per 1 cu.m. Total 253.90

a)

Light Mazdoor 0.364 Nos 280.00 1 Day 101.92Add 120 % for excavation of Pipe line 1 cu.m. 122.304 1 cu.m. 122.30add seigniorage charges 1 cum 22.00 1 cum 22.00Add 14% over heads 246.22 cu.m. 0.14 1 cu.m. 34.47


C)

Light Mazdoor 0.364 nos 280.00 1 nos 101.92

Add Agency area allowence 25% 101.92 25.48

add seigniorage charges 1 cum 22.00 1 cum 22.00

149.40

Add 14% over heads 149.40 0.14 1 20.92

Cost andConvenyance of 20mm to 6mm HBG Graded Metal / (Trap Metal)

SL. No

Hire charges

fuel charges

crew charges

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Add 75% for excavation of foundation of building

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Pipe line where the depth is more than 1.5 times width.(APSS No. 308)

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308)

C-data


2

Light Mazdoor 0.052 Nos 280.00 1 Nos 14.56Add Agency area allowence 25% 14.56 3.64Add 14% over heads 14.56 0.14 1 2.04


Cost of Gravel 1 cu.m. 267.51 1 cu.m. 267.51Light Mazdoor 0.052 Nos 280.00 1 Nos 14.56Add Agency area allowence 25% 14.56 3.64Add 14% over heads 282.07 cu.m. 0.14 1 cu.m. 39.49

Rate per Cu.m. Total 325.204

Cost of Sand 1 cu.m. 751.78 1 cu.m. 751.78Light Mazdoor 0.052 Nos 280.00 1 Nos 14.56Add 14% over heads 766.34 cu.m. 0.14 1 cu.m. 107.29


materialMetal 40mm 0.9 cu.m. 1093.60 1 cu.m. 984.24Sand 0.45 cu.m. 851.78 1 cu.m. 383.30Cement 129.6 Kgs. 4546.12 1000 Kgs. 589.18Water 1.2 KL 100.00 1 KL 120.00Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 Nos. 380.00 1 Each 38.00Light Mazdoor 1.39 Nos. 280.00 1 Each 389.20


Add 14% over heads 2850.57 cu.m. 0.14 1 cu.m. 399.08Rate per Cu.m. Total 3356.45

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Sand Cushion under footings with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, seignorage charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

C-data

8

materialMetal 40mm 0.9 cu.m. 1093.60 1 cu.m. 984.24Sand 0.45 cu.m. 851.78 1 cu.m. 383.30Cement 162 Kgs. 4546.12 1000 Kgs. 736.47Water 1.2 KL 100.00 1 KL 120.00Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 380.00 1 cu.m. 38.00Light Mazdoor 1.39 Nos. 280.00 1 Each 389.20Add Agency area allowence 25% 427.20 106.80Add 14% over heads 2997.86 cu.m. 0.14 1 cu.m. 419.70


materalGraded Metal 20mm to 6mm 0.9 cu.m. 1428.85 1 cu.m. 1285.97Sand 0.45 cu.m. 851.78 1 cu.m. 383.30Cement 129.6 Kgs. 4546.12 1000 Kgs. 589.18Water 1.2 KL 100.00 1 KL 120.00Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 380.00 1 cu.m. 38.00Light Mazdoor 1.39 Nos. 280.00 1 Each 389.20Add Agency area allowence 25% 427.20 106.80

Total 3259.09Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:5:10) per Cum. 3259.09 3259.09 3259.09 3259.09Hire charges on centering material 296.00 296.00 296.00 296.00Labour charges for centering 1491.00 1640.10 1789.20 1938.30La on centering labour charges 25% 372.75 410.03 447.30 484.58Lift Charges per Cum. 0.00 42.72 85.44 128.16

5418.84 5647.94 5877.03 6106.13Add 14% over heads 0.14 758.64 790.71 822.78 854.86

Rate per cu.m. Total 6177.50 6438.70 6699.85 6961.0010

Material

Graded Metal 20 to 6 mm 0.9 cu.m. 1428.85 1 cu.m. 1285.97Sand 0.45 cu.m. 851.78 1 cu.m. 383.30

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for Dummy Columns. (APSS No. 402)

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

C-data

Cement 220 Kgs. 4546.12 1000 Kgs. 1000.15Water 1.2 KL 100.00 1 KL 120.00Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 380.00 1 Each 38.00Light Mazdoor 1.39 Nos. 280.00 1 Each 389.20


Basic rate per Cum. Total 3670.06Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:3:6) per Cum. 3670.06 3670.06 3670.06 3670.06Hire charges on centering material 137.00 137.00 137.00 137.00Labour charges for centering 415.00 456.50 498.00 539.50La on centering labour charges 25% 103.75 114.13 124.50 134.88Lift Charges per Cum. 0.00 42.72 85.44 128.16

4325.81 4420.41 4515.00 4609.60Add 14% over heads 0.14 605.61 618.86 632.10 645.34


11

Material

Graded Metal 20mm to 6mm 0.9 cu.m. 1428.85 1 cu.m. 1285.97Sand 0.45 cu.m. 851.78 1 cu.m. 383.30Cement 331.2 Kgs. 4546.12 1000 Kgs. 1505.68Water 1.2 KL 100.00 1 KL 120.00Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 380.00 1 cu.m. 38.00men &women Mazdoor 1.39 Nos. 280.00 1 Each 389.20Add Agency area allowence 25% 427.20 106.80

Basic rate per Cum. Total 4175.59Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:2:4) per Cum. 4175.59 4175.59 4175.59 4175.59Hire charges on centering material 137.00 137.00 137.00 137.00Labour charges for centering 415.00 456.50 498.00 539.50La on centering labour charges 25% 103.75 114.13 124.50 134.88Lift Charges per Cum. 0.00 42.72 85.44 128.16

4831.34 4925.94 5020.53 5115.13Add 14% over heads 0.14 676.39 689.63 702.87 716.12


MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1428.85 1 cu.m. 1143.08Sand 0.4 cu.m. 851.78 1 cu.m. 340.71

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

C-data

Cement 380 kgs 4546.12 1000 kgs 1727.53Water 1.2 KL 100.00 1 KL 120.00MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 526.40 1 131.60Labour1st class Masons 0.1 Nos. 380.00 1 Each 38.00Man and Mazdoor 1.39 Nos. 280.00 1 Each 389.20Add Agency area allowence 25% 427.20 106.80

Basic rate per Cum. 4871.50Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:1.5:3) per Cum. 4871.50 4871.50 4871.50 4871.50Hire charges on centering material 137.00 137.00 137.00 137.00Labour charges for centering 415.00 456.50 498.00 539.50La on centering labour charges 25% 103.75 114.13 124.50 134.88Lift Charges per Cum. 0.00 42.72 85.44 128.16

5527.25 5621.85 5716.44 5811.04Add 14% over heads 0.14 773.81 787.06 800.30 813.55


11

cost of cement 59.4 Kgs 4546.12 1000 Kgs 270.04

RR Stone 0.5 Cum 582.91 1 Cum 291.46C R 0.44 Cum 745.32 1 Cum 327.94

0.16 Cum 1271.24 1 Cum 203.40Sand 0.33 cu.m. 851.78 1 cu.m. 281.091st Class Mason 1.2 Nos 380.00 1 Each 456.00Light Mazdoor 2.0 Nos 280.00 1 Each 560.00Add Agency area allowence 25% 1016.00 254.00

2643.92Add 14% over heads 2389.92 cu.m. 0.14 1 cu.m. 334.59


12

cost of cement 57.6 Kgs 4546.12 1000 Kgs 261.86

CR Stone 0.94 Cum 745.32 1 Cum 700.600.16 Cum 1271.24 1 Cum 203.40

Sand 0.32 cu.m. 851.78 1 cu.m. 272.571st Class Mason 1.5 Nos 380.00 1 Each 570.00Light Mazdoor 2.32 Nos 280.00 1 Each 649.60Add Agency area allowence 25% 1219.60 304.90

2962.93Add 14% over heads 2658.03 cu.m. 0.14 1 cu.m. 372.12


Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Through stones 25 x 25x 45 to 60 cms

Coursed Rubble stone masonry 2nd sort, in CM (1:8) prop: (Cement: Sand) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 612)

Through stones 25 x 25x 45 to 60 cms

C-data

13

cost of cement 1.44 Kgs 4546.12 1000 Kgs 6.55Sand 0.003 cu.m. 971.78 1 cu.m. 2.921st Class Mason 0.05 Nos. 320.00 1 Each 16.00Man mazdoor 0.074 Nos. 280.00 1 Each 20.72Add Agency area allowence 25% 36.72 9.18

3762.59Add 14% over heads 46.18 cu.m. 0.14 1 sqm 6.47

Rate per 1 Sqmt. Or say 3769.1014

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1428.85 1 cu.m. 1143.08Sand 0.4 cu.m. 851.78 1 cu.m. 340.71Cement 380 kgs 4546.12 1000 kgs 1727.53

Water 1.2 KL 100.00 1 KL 120.00

Machinery

Batchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70

needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88

LA on crew charges 25% 526.40 1 131.60

manpower

1st Class Mason 0.133 Nos. 380.00 1 Each 50.542nd Class Mason 0.267 Nos. 320.00 1 Each 85.44Man Mazdoor 4.6 Nos. 280.00 1 Each 1288.00Add Agency area allowence 25% 1423.98 356.00

Basic rate per Cum. Total 6117.47a) VRCC M20 grade design mix for footings

Basic Rate per Cum. 1 cu.m. 6117.47 1 cu.m. 6117.47

Centering Charges per Cum. 1 cu.m. 552.00 1 cu.m. 552.00Add La charges on labour on centering 25% 415.00 103.75Add 14% over heads 6773.22 cu.m. 0.14 1 cu.m. 948.25

Rate per cu.m. Say 7721.50b) VRCC M25 design mix for plinth beams

Basic Rate per Cum. 1 cu.m. 6117.47 1 cu.m. 6117.47Centering Charges per Cum. 1 cu.m. 2158.00 1 cu.m. 2158.00Add La charges on labour on centering 25% 1000.00 250.00Add 14% over heads 8525.47 cu.m. 0.14 1 cu.m. 1193.57

Rate per cu.m. Say 9719.05c) VRCC M25 for pedestals

Basic Rate per Cum. 1 cu.m. 6117.47 1 cu.m. 6117.47

Centering Charges per Cum. 1 cu.m. 769.00 1 cu.m. 769.00

Add La charges on labour on centering 25% 660.00 165.00

Add 14% over heads 7051.47 cu.m. 0.14 1 cu.m. 987.21Rate per cu.m. Say 8038.70

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)

C-data

8

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1428.85 1 cu.m. 1143.08Sand 0.4 cu.m. 851.78 1 cu.m. 340.71Cement 380 kgs 4546.12 1000 kgs 1727.53Water 1.2 KL 100.00 1 KL 120.00MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 526.40 1 131.60manpower1st Class Mason 0.167 Nos. 380.00 1 Each 63.462nd Class Mason 0.167 Nos. 320.00 1 Each 53.44Man Mazdoor 5.6 Nos. 280.00 1 Each 1568.00Add Agency area allowence 25% 1684.90 421.23

Basic rate per Cum. Total 6443.62a) For columns / RCC walls and Water tanks

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 6443.62 6443.62 6443.62 6443.62Hire charges on centering material 296.00 296.00 296.00 296.00Labour charges for centering 1491.00 1640.10 1789.20 1938.30La on centering labour charges 25% 372.75 410.03 447.30 484.58Lift charges @ 10% extra on each floor 168.49 336.98 505.47

8603.37 8958.24 9313.10 9667.97Add 14% over heads 0.14 1204.47 1254.15 1303.83 1353.52


b) For Lintels

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 6443.62 6443.62 6443.62 6443.62Hire charges on centering material 984.00 984.00 984.00 984.00Labour charges for centering 1062.00 1168.20 1274.40 1380.60La on centering labour charges 25% 265.50 292.05 318.60 345.15Lift charges @ 10% extra on each floor 168.49 336.98 505.47

8755.12 9056.36 9357.60 9658.84Add 14% over heads 0.14 1225.72 1267.89 1310.06 1352.24


9

Material

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs

C-data

Graded Metal 20mm to 6mm 0.8 cu.m. 1428.85 1 cu.m. 1143.08Sand 0.4 cu.m. 851.78 1 cu.m. 340.71Cement 380 kgs 4546.12 1000 kgs 1727.53Water 1.2 KL 100.00 1 KL 120.00MachineryBatchingplant 0.5 cum 0.308 Hour 503.90 1 Hour 155.20needle vibrator 40 mm (petrol) 0.308 Hour 152.20 1 Hour 46.88LA on crew charges 25% 121.63 1 30.41manpower1st Class Mason 0.067 Nos. 380.00 1 Each 25.462nd Class Mason 0.133 Nos. 320.00 1 Each 42.56Man Mazdoor 3.077 Nos. 280.00 1 Each 861.56Add Agency area allowence 25% 929.58 232.39

Basic rate per Cum. Total 4725.78a) For Roof Beams


8026.53 8275.87 8525.20 8774.53Add 14% over heads 0.14 1123.71 1158.62 1193.53 1228.43


b)

Cost of VRCC for 75 mm thick slab 0.075 cu.m. 4725.78 1 cu.m. 354.43


728.93 753.65 778.37 803.10Add 14% over heads 0.14 102.05 105.51 108.97 112.43

Rate per 1 Sqmts. Total 831.00 859.20 887.35 915.55

c)Cost of VRCC for 100 mm thick slab 0.1 cu.m. 4725.78 1 cu.m. 472.58


847.08 874.13 901.17 928.22Add 14% over heads 0.14 118.59 122.38 126.16 129.95

Rate per 1 Sqmts. Total 965.70 996.55 1027.35 1058.20d)


Rate for other Floors GF FF SF TFRate as worked out above per Cum. 519.84 519.84 519.84 519.84

VRCC M25 design mix for Slabs 75mm thick

VRCC M25 design mix for Slabs 100mm thick

VRCC M25 design mix for Slabs of 110mm thick

C-data

Hire charges on centering material 197.00 197.00 197.00 197.00Labour charges for centering 142.00 156.20 170.40 184.60La on centering labour charges 25% 35.50 39.05 42.60 46.15Lift charges @ 10% extra on each floor 10.23 20.45 30.68

894.34 922.32 950.29 978.27Add 14% over heads 0.14 125.21 129.12 133.04 136.96


e)



941.59 970.49 999.40 1028.30Add 14% over heads 0.14 131.82 135.87 139.92 143.96


f)



Rate as worked out above per Cum. 567.09 567.09 567.09 567.09

Hire charges on centering material 197.00 197.00 197.00 197.00

Labour charges for centering 142.00 156.20 170.40 184.60

LA on centering labour charges 25% 35.50 39.05 42.60 46.15

Lift charges @ 10% extra on each floor 11.15 22.31 33.46

941.59 970.49 999.40 1028.30

Add 14% over heads 0.14 131.82 135.87 139.92 143.96


g)








965.22 994.59 1023.96 1053.33

Add 14% over heads 0.14 135.13 139.24 143.35 147.47


h)




VRCC M25 for Slabs 125mm thick

VRCC M25 for Slabs 140 mm thick

C-data







1036.11 1066.87 1097.64 1128.40

Add 14% over heads 0.14 145.06 149.36 153.67 157.98


i) VRCC M25 design mix for Slabs of 115mm thick






La on centering labour charges 25% 35.50 39.05 42.60 46.15


917.96 946.40 974.84 1003.28

Add 14% over heads 0.14 128.52 132.50 136.48 140.46


j)


Rate for other Floors GF FF SF TFRate as worked out above per Cum. 472.58 472.58 472.58 472.58Hire charges on centering material 197.00 197.00 197.00 197.00




847.08 874.13 901.17 928.22Add 14% over heads 0.14 118.59 122.38 126.16 129.95


k) VRCC M25 for Slabs 50mm Wearing coatCost of VRCC for 50 mm thick slab 0.05 cu.m. 4725.78 1 cu.m. 236.29

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 236.29 236.29 236.29 236.29Hire charges on centering materialLabour charges for centeringLA on centering labour charges 25%Lift charges @ 10% extra on each floor

236.29 236.29 236.29 236.29

Add 14% over heads 0.14 33.08 33.08 33.08 33.08Rate per 1 Sqmts. Total 269.40 269.40 269.40 269.40

l)Cost of VRCC for 175 mm thick slab 0.175 cu.m. 4725.78 1 cu.m. 827.01

VRCC M25 for Slabs 100 mm thick


C-data

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 827.01 827.01 827.01 827.01Hire charges on centering material 203.00 203.00 203.00 203.00Labour charges for centering 146.00 160.60 175.20 189.80LA on centering labour charges 25% 36.50 40.15 43.80 47.45Lift charges @ 10% extra on each floor 16.27 32.54 48.80

1212.51 1247.03 1281.55 1316.06

Add 14% over heads 0.14 169.75 174.58 179.42 184.25Rate per 1 Sqmts. Total 1382.30 1421.65 1461.00 1500.35

m)Cost of VRCC for 180 mm thick slab 0.18 cu.m. 4725.78 1 cu.m. 850.64


1236.14 1271.12 1306.10 1341.09Add 14% over heads 0.14 173.06 177.96 182.85 187.75


n)



1330.66 1367.50 1404.34 1441.18Add 14% over heads 0.14 186.29 191.45 196.61 201.76


o)Cost of VRCC for 300 mm thick slab 0.3 cu.m. 4725.78 1 cu.m. 1417.73


1803.23 1849.37 1895.50 1941.64Add 14% over heads 0.14 252.45 258.91 265.37 271.83


10



VRCC M20 for Slabs of 300 mm thick

Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

C-data

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1428.85 1 cu.m. 1143.08Sand 0.4 cu.m. 851.78 1 cu.m. 340.71Cement 380 kgs 4546.12 1000 kgs 1727.53Water 1.2 KL 100.00 1 KL 120.00MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70LA on crew charges 25% 359.24 1 89.81manpower1st Class Mason 0.167 Nos. 380.00 1 Each 63.462nd Class Mason 0.167 Nos. 320.00 1 Each 53.44Man Mazdoor 5.6 Nos. 280.00 1 Each 1568.00Add Agency area allowence 25% 1684.90 421.23

Basic rate per Cum 6198.95a) For Lintels



Hire charges on centering material 984.00 984.00 984.00 984.00Labour charges for centering 1062.00 1168.20 1274.40 1380.60La on centering labour charges 25% 265.50 292.05 318.60 345.15Lift charges @ 10% extra on each floor 168.49 336.98 505.47

8510.45 8811.69 9112.93 9414.17Add 14% over heads 0.14 1191.46 1233.64 1275.81 1317.98

Rate per Cum. Total 9701.95 10045.35 10388.75 10732.2011

materialGraded Metal 20mm to 6mm 0.8 cu.m. 1428.85 1 cu.m. 1143.08Sand 0.4 cu.m. 851.78 1 cu.m. 340.71Cement 380 kgs 4546.12 1000 kgs 1727.53Water 1.2 KL 100.00 1 KL 120.00MachineryBatchingplant 0.5 cum 0.308 Hour 503.90 1 Hour 155.20LA on crew charges 25% 83.01 1 20.75manpower1st Class Mason 0.067 Nos. 380.00 1 Each 25.462nd Class Mason 0.133 Nos. 320.00 1 Each 42.56Man Mazdoor 3.077 Nos. 280.00 1 Each 861.56Add Agency area allowence 25% 929.58 232.39

Basic rate per Cu.m Total 4669.25a) Chajja / Sunshade

0.0625 cu.m. 4669.25 1 cu.m. 291.83


Rate as worked out above per Cum. 291.83 291.83 291.83 291.83Hire charges on centering material 194.00 194.00 194.00 194.00Labour charges for centering 163.00 179.30 195.60 211.90La on centering labour charges 25% 40.75 44.83 48.90 52.98

Reinforced cement concrete with M 25 grade Design mix ( by weigh batching ) using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 380 Kg of cement per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including labour charges for mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work

for sun-shades of any width as per approved plan / design and of average thickness of 62.50mm ( thickness at support 75mm and thickness at edge 50mm) (APSS No. 402, 403)

Cost of RCC for 62.5 mm thick sunshade

C-data


689.58 715.77 741.95 768.14Add 14% over heads 0.14 96.54 100.21 103.87 107.54

Rate per Sqmt. Total 786.15 816.00 845.85 875.70

b) for platforms of 50 mm thick

Cost of RCC for 50 mm thick platform 0.05 cu.m. 4669.25 1 cu.m. 233.46


607.96 630.36 652.76 675.15Add 14% over heads 0.14 85.11 88.25 91.39 94.52


b) for shelves of 25 mm thickCost of RCC for 25 mm thick shelves 0.025 cu.m. 4669.25 1 cu.m. 116.73Rate for other Floors GF FF SF TFRate as worked out above per Cum. 116.73 116.73 116.73 116.73Hire charges on centering material 197.00 197.00 197.00 197.00Labour charges for centering 142.00 156.20 170.40 184.60La on centering labour charges 25% 35.50 39.05 42.60 46.15Lift charges @ 10% extra on each floor 2.32 4.65 6.97

491.23 511.30 531.38 551.45Add 14% over heads 0.14 68.77 71.58 74.39 77.20


12cost of cement for Cement Mortar (1:3) 0.96 Kgs 4.55 1 Kgs 4.36cost of sand for Cement Mortar (1:3) 0.002 cu.m. 851.78 1 cu.m.1st Class Mason 0.048 Nos. 380.00 1 Each 18.242nd Class Mason 0.112 Nos. 320.00 1 Each 35.84Man mazdoor 0.05 Nos. 280.00 1 Each 14.00Woman mazdoor 0.11 Nos. 280.00 1 Each 30.80

Rate per 1 Sqmt. Total 103.2012

wall thickness 0.225MaterialCement 36 kgs 4546.12 1000 kgs 163.66Second class Bricks 512 Nos 4474.82 1000 Nos 2291.11sand for mortor 0.2 cu.m. 851.78 1 cu.m. 170.36B Labour1st class mason 0.24 Nos. 380.00 1 Each 91.202nd class mason 0.56 Nos. 320.00 1 Each 179.20

Man Mazdoor 1.89 Nos. 280.00 1 Each 529.20Add Agency area allowence 25% 799.60 199.90

Basic Rate per Cum. 3624.62Rate for other Floors GF FF SF TFBasic rate per Cum 3624.62 3624.62 3624.62 3624.62

Pointing to Cuddapah / Shahabad slabs in CM(1:3) Prop: including cost and conveyance of all materials like

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

C-data

Hire charges of stage scafflding per cum 24.27 24.27 24.27 24.27179.69 269.56 359.38 449.24

Add LA on Labour for scaffolding 25% 44.92 67.39 89.85 112.31Lift charges @ 10% extra on each floor 79.96 159.92 239.88

3873.50 4065.80 4258.04 4450.32Add 14% over heads 0.14 542.29 569.21 596.13 623.05

Rate per Cum. Total 4415.80 4635.05 4854.20 5073.4020

wall thickness 0.115MaterialCement 7.56 kgs 4546.12 1000 kgs 34.37Second class Bricks 51.2 Nos 4474.82 1000 Nos 229.11sand for mortor 0.021 cu.m. 851.78 1 cu.m. 17.89B Labour1st class mason 0.06 Nos. 380.00 1 Each 22.80

2nd class mason 0.06 Nos. 320.00 1 Each 19.20Man Mazdoor 0.275 Nos. 280.00 1 Each 77.00Add Agency area allowence 25% 119.00 29.75

Basic Rate per One Sqmt. 430.12Rate for other Floors GF FF SF TFBasic rate per sqm 430.12 430.12 430.12 430.12Hire charges of stage scafflding per cum 5.46 5.46 5.46 5.46

40.43 60.65 80.86 101.08Add LA on Labour for scaffolding 25% 10.11 15.16 20.22 25.27Lift charges @ 10% extra on each floor 11.90 23.80 35.70

486.12 523.29 560.46 597.63Add 14% over heads 0.14 68.06 73.26 78.46 83.67

Rate per One Sqmt. Total 554.20 596.55 638.95 681.3021

Wall thickness 0.225Material

Fly Ash Bricks 290x225x140mm 110 Nos 19701.81 1000 Nos 2167.20Cement for Cement Mortar (1:8) 18 Kgs 4.55 1 Kgs 81.90Sand for Cement Mortar (1:8) 0.1 cu.m. 851.78 1 cu.m. 85.18Labour1st class mason 0.42 cu.m. 380.00 1 cu.m. 159.602nd class mason 0.92 Nos. 320.00 1 Each 294.40Man Mazdoor 0.7 Nos. 280.00 1 Each 196.00Woman Mazdoor 2.1 Nos. 280.00 1 Each 588.00Add Agency area allowence 25% 1238.00 309.50

Basic Rate per Cum. 3881.78Rate for other Floors GF FF SF TFBasic rate per Cum 3881.78 3881.78 3881.78 3881.78Hire charges of stage scafflding per cum 24.27 24.27 24.27 24.27


4130.66 4366.80 4602.88 4839.00

Labour charges for stage scaffolding per cum

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504).


Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).


C-data

Add 14% over heads 0.14 578.29 611.35 644.40 677.46Rate per Cum. Total 4708.95 4978.15 5247.30 5516.50

21

Wall thickness 0.225MaterialFly Ash Bricks 290x225x140mm 110 Nos 19701.81 1000 Nos 2167.20Cement for Cement Mortar (1:8) 24 Kgs 4.55 1 Kgs 109.20Sand for Cement Mortar (1:8) 0.1 cu.m. 851.78 1 cu.m. 85.18Labour1st class mason 0.42 cu.m. 380.00 1 cu.m. 159.602nd class mason 0.92 Nos. 320.00 1 Each 294.40Man Mazdoor 0.7 Nos. 280.00 1 Each 196.00Woman Mazdoor 2.1 Nos. 280.00 1 Each 588.00Add Agency area allowence 25% 1238.00 309.50

total 3909.08Add 14% over heads 0.14 547.27

Basic Rate per Cum. 4456.35

22

Material

Fly Ash Bricks 290x100x140mm 24 Nos 10311.92 1000 Nos 247.49

Cement for Cement Mortar (1:4) 7.2 Kgs 4.55 Kgs 32.76

Sand for Cement Mortar (1:4) 0.02 cu.m. 851.78 1 cu.m. 17.04Labour1st class mason 0.06 cu.m. 380.00 1 cu.m. 22.802nd class mason 0.06 Nos. 320.00 1 Each 19.20Man Mazdoor 0.275 Nos. 280.00 1 Each 77.00

Basic Rate per One Sqmt. 416.28Rate for other Floors GF FF SF TFBasic rate per sqm 416.28 416.28 416.28 416.28Hire charges of stage scafflding per cum 5.46 5.46 5.46 5.46


472.28 509.45 546.62 583.79Add 14% over heads 0.14 66.12 71.32 76.53 81.73

Rate per One Sqmt. Total 538.45 580.80 623.20 665.5513

Brick Masonry in superstructure with CM (1:6) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for basement (APSS No. 501 & 504).

Reinforced Fly Ash Brick Masonry 10cm thick for partition walls in CM (1:4) prop: Fly Bricks of size 290x100x140mm with compressive of 50 Kgs / Sqcm from approved source and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 509).


Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

C-data

Material

1.05 MT 44055.29 1 MT 46258.05

cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 320.00 1 Nos 3200.00Light mazdoor 10 Nos 280.00 1 Nos 2800.00Add Agency area allowence 25% 6000.00 1500.00

Rate per MT Total 54178.05Rate for other Floors GF FF SF TFBasic rate per MT 54178.05 54178.05 54178.05 54178.05

600.00 1200.00 1800.00

54178.05 54778.05 55378.05 55978.05Add 14% over heads 0.14 7584.93 7668.93 7752.93 7836.93

Rate per One MT Total 61763.00 62447.00 63131.00 63815.0014

Material

Cost of Mild steel 1.05 MT 44000.00 1 MT 46200.00

cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 380.00 1 Nos 3800.00Light mazdoor 10 Nos 280.00 1 Nos 2800.00Add Agency area allowence 25% 6600.00 1650.00

Rate per MT Total 54870.00Rate for other Floors GF FF SF TFBasic rate per MT 54870.00 54870.00 54870.00 54870.00

660.00 1320.00 1980.0054870.00 62410.00 56191.00 56850.00

Add 14% over heads 0.14 7681.80 8737.40 7866.74 7959.00Rate per One MT Total 62551.80 71147.40 64057.75 64809.00

14

Material

Base coat 8mm thick in C.M. (1:5)

Cement 3.17 kgs 4546.12 1000 kgs 14.41

cost of sand for mortor 0.011 cu.m. 971.78 1 cu.m. 10.69

Top Coat 4mm thick in C.M. (1:3)

Cement 1.92 kgs 4546.12 1000 kgs 8.73

cost of sand for mortor 0.004 cu.m. 971.78 1 cu.m. 3.89

Labour1st Class Mason 0.063 Nos. 380.00 1 Each 23.942nd Class Mason 0.147 Nos. 320.00 1 Each 47.04Light mazdoor 0.39 Nos. 280.00 1 Each 109.20Add Agency area allowence 25% 180.18 45.05

Cost of steel including 5% wastage and overlaps

Lift Charges per MT @10% extra on labour per floor

Providing Mild Steel Bars (Fe 250 grade as per IS 432) of 6mm diameter, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Lift Charges per MT @10% extra on labour per floor

Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

C-data

Basic rate per 1 Sqmt. 262.94

Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 262.94 262.94 262.94 262.94Hire charges of stage scafflding per sqm 1.28 1.28 1.28 1.28

8.00 12.00 16.00 20.00


274.22 297.24 320.26 343.27Add 14% over heads 0.14 38.39 41.61 44.84 48.06

Rate per 1 Sqmt. Total 312.61 338.85 365.10 391.3315

MaterialBase coat 8mm thick in C.M. (1:6) Cement 2.64 kgs 4546.12 1000 kgs 12.00cost of sand for mortor 0.011 cu.m. 971.78 1 cu.m. 10.69Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 4546.12 1000 kgs 6.55cost of sand for mortor 0.004 cu.m. 971.78 1 cu.m. 3.89Labour1st Class Mason 0.04 Nos. 380.00 1 Each 15.202nd Class Mason 0.1 Nos. 320.00 1 Each 32.00Light mazdoor 0.26 Nos. 280.00 1 Each 72.80Add Agency area allowence 25% 120.00 30.00

Basic rate per 1 Sqmt. 183.12Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 183.12 183.12 183.12 183.120.55 0.55 0.55 0.55

4.04 6.06 8.09 10.11


188.72 209.27 229.82 250.36Add 14% over heads 0.14 26.42 29.30 32.18 35.05


16

Base coat 16 mm thick in C.M. (1:6)

Cement 4.32 kgs 4546.12 1000 kgs 19.64

cost of sand for mortor 0.018 cu.m. 971.78 1 cu.m. 17.49Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 4546.12 1000 kgs 6.55cost of sand for mortor 0.004 cu.m. 971.78 1 cu.m. 3.89

Labour charges for stage scaffolding per sqm


Hire charges of access scafflding pers qm

Labour charges for access scaffolding per sqm

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)

C-data

Labour

1st Class Mason 0.063 Nos. 380.00 1 Each 23.942nd Class Mason 0.147 Nos. 320.00 1 Each 47.04Light mazdoor 0.39 Nos. 280.00 1 Each 109.20Add Agency area allowence 25% 180.18 45.05

Basic rate per 1 Sqmt. 272.79Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 272.79 272.79 272.79 272.79

0.55 0.55 0.55 0.55

4.04 6.06 8.09 10.11


278.39 298.94 319.49 340.03Add 14% over heads 0.14 38.97 41.85 44.73 47.60


cost of cement for Cement Mortar (1:4) 10.08 kg 4546.12 1000 kg 45.82sand for Cement Mortar (1:4) 0.015 cu.m. 971.78 1 cu.m. 14.581st Class Mason 0.06 Nos. 380.00 1 Each 22.80Man mazdoor 0.096 Nos. 280.00 1 Each 26.88Add Agency area allowence 25% 49.68 12.42

Rate per 1 Sqmt. Total 122.55Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 122.55 122.55 122.55 122.55

0.55 0.55 0.55 0.554.04 6.06 8.09 10.11


128.15 135.65 143.15 150.64Add 14% over heads 0.14 17.94 18.99 20.04 21.09


28

cost of cement for Cement Mortar (1:4) 5.4 kg 4.55 1 kg 24.57

sand for Cement Mortar (1:4) 0.015 cu.m. 971.78 1 cu.m. 14.581st Class Mason 0.06 Nos. 380.00 1 Each 22.80Man mazdoor 0.096 Nos. 280.00 1 Each 26.88Add Agency area allowence 25% 49.68 12.42


0.55 0.55 0.55 0.554.04 6.06 8.09 10.11


106.85 114.35 121.85 129.34Add 14% over heads 0.14 14.96 16.01 17.06 18.11

Hire charges of access scafflding pers qm

Labour charges for access scaffolding per sqm

Ornamental Plastering with CM(1:3) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Hire charges of access scafflding pers qmLabour charges for access scaffolding per sqm

Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)


C-data


cost of cement for Cement Mortar (1:4) 10.08 kg 4.55 1 kg 45.86

sand for Cement Mortar (1:4) 0.021 cu.m. 971.78 1 cu.m. 20.411st Class Mason 0.094 Nos. 380.00 1 Each 35.72Man mazdoor 0.16 Nos. 280.00 1 Each 44.80Add Agency area allowence 25% 80.52 20.13


0.55 0.55 0.55 0.554.04 6.06 8.09 10.11


172.55 183.13 193.71 204.30Add 14% over heads 0.14 24.16 25.64 27.12 28.60


30

cost of cement for Cement Mortar (1:3) 10.08 kg 4.55 1 kg 45.86sand for Cement Mortar (1:3) 0.021 cu.m. 971.78 1 cu.m. 20.41Water proof compound 0.2 Kgs 24.00 1 Kgs 4.801st Class Mason 0.066 Nos. 380.00 1 Each 25.082nd Class Mason 0.154 Nos. 320.00 1 Each 49.28Man Mazdoor 0.37 Nos. 280.00 1 Each 103.60Add Agency area allowence 25% 177.96 44.49

Basic rate per 1 Sqmt. 293.52Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 293.52 293.52 293.52 293.52Lift charges @ 10% extra on each floor 15.29 30.58 45.86

293.52 308.81 324.10 339.38Add 14% over heads 0.14 41.09 43.23 45.37 47.51

Rate per 1 Sqmt. Say 334.65 352.05 369.50 386.90

ing with 17

Material

1.1 Sqmt. 522.83 1 Sqmt. 575.12Cement for Morter and slurry 7.46 Kgs 4546.12 1000 Kgs 33.91Coarse sand for mortor(C.M. 1:8) 0.012 cum 851.78 1 cum 10.22Machinery

Plastering with CM(1:3) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)


Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

C-data

0.1 day 0.00 1 day 0.00LA charges on crew charges 25% 0.00Labour1st Class Mason 0.31 Nos. 380.00 1 Each 117.802nd Class Mason 0.11 Nos. 320.00 1 Each 35.20Man Mazdoor 0.086 Nos. 280.00 1 Each 24.08Add Agency area allowence 25% 177.08 44.27Add water charges @1% on labour 1% 177.08 1.77


842.37 860.26 878.14 896.03Add 14% over heads 0.14 117.93 120.44 122.94 125.44


32 #REF!

Rough Tandur slab 1.1 Sqmt. 306.38 10 Sqmt. 33.70cost of cement for Cement Mortar (1:8) 2.16 kg 4.55 1 kg 9.83

sand for Cement Mortar (1:8) 0.012 cu.m. 851.78 1 cu.m. 10.22Pointing with CM (1:3) 1 Sqmt. 103.20 1 Sqmt. 103.20

1st Class Mason 0.096 Nos. 380.00 1 Each 36.482nd Class Mason 0.224 Nos. 320.00 1 Each 71.68Man Mazdoor 0.22 Nos. 280.00 1 Each 61.60Woman Mazdoor 0.11 Nos. 280.00 1 Each 30.80


357.51 377.57 397.62 417.68Add 14% over heads 0.14 50.05 52.86 55.67 58.48


Material1.1 Sqmt. 522.83 1 Sqmt. 575.12

sand for Cement Mortar (1:3) 0.012 cu.m. 851.78 1 cu.m. 10.225.76 Kgs 4546.12 1000 Kgs 26.19

Cement for slurry 3.3 Kgs 4546.12 1000 Kgs 15.00Labour1st Class Mason 0.096 Nos. 380.00 1 Each 36.482nd Class Mason 0.224 Nos. 320.00 1 Each 71.68

Machine charges for rubbuing/polishing floor

laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full Flooring with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M)laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all

Providing skirting to internal walls 12.5 Cm high withPolished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

cement for Cement Mortar (1:3) base coat

C-data

Man Mazdoor 0.31 Nos. 280.00 1 Each 86.80Add Agency area allowence 25% 194.96 48.74Add water charges @1% on labour 1% 194.96 1.95


872.17 891.86 911.55 931.24Add 14% over heads 0.14 122.10 124.86 127.62 130.37


For Raisers of 0.15 Mt. HeightMaterial

1.1 Sqmt. 522.83 1 Sqmt. 575.12sand for Cement Mortar (1:3) 0.012 cu.m. 851.78 1 cu.m. 10.22

5.76 Kgs 4546.12 1000 Kgs 26.19Cement for slurry 3.3 Kgs 4546.12 1000 Kgs 15.00Labour1st Class Mason 0.096 Nos. 380.00 1 Each 36.482nd Class Mason 0.224 Nos. 320.00 1 Each 71.68Man Mazdoor 0.31 Nos. 280.00 1 Each 86.80Flat nosing edges as per BMM-V.14 13.33 Rmt. 8.00 1 Rmt. 106.64Add water charges @1% on labour 1% 194.96 1.95

Basic rate per 1 Sqmt. 930.07Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 930.07 930.07 930.07 930.07Lift charges @ 10% extra on each floor 19.69 39.38 59.07

930.07 949.76 969.45 989.14Add 14% over heads 0.14 130.21 132.97 135.72 138.48

Rate per Sqmt. 1060.28 1082.73 1105.17 1127.62 fixing of

35

Treads of 0.30 Mt wide

1.1 Sqmt. 522.83 1 Sqmt. 575.12

jointing compound BMT-M.22 2 Kgs 30.00 1 Kgs 60.00

Cement for jointing 5.46 Kgs 4546.12 1000 Kgs 24.82

Coarse sand for mortor(C.M. 1:8) 0.012 cum 851.78 1 cum 10.22

Machinery

0.1 day 0.00 1 day 0.00

LA charges on crew charges 25% 0.00

Labour

1st Class Mason 0.31 Nos. 380.00 1 Each 117.802nd Class Mason 0.11 Nos. 320.00 1 Each 35.20Man Mazdoor 0.086 Nos. 280.00 1 Each 24.08Flat nosing edges 6.67 Rmt. 8.00 1 Rmt. 53.36

Supplying and fixing of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)

Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)cement for Cement Mortar (1:3) base coat

in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste

Supplying and fixing of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707)

cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

Machine charges for rubbuing/polishing floor

C-data


900.60 918.31 936.02 953.72Add 14% over heads 0.14 126.08 128.56 131.04 133.52

Rate per Sqmt. Say 1026.68 1046.87 1067.06 1087.2436

6mm to 12mm HBG metal 0.017 cum 1166.93 1 cum 19.84Sand 0.0085 cum 851.78 1 cum 7.24Cement 12 Kgs 4546.12 1000 Kgs 54.55PCC bed (1:5:10) 100mm thick 0.00 cum 2850.57 1 cum 0.001st Class Mason 0.125 Nos. 380.00 1 Each 47.502nd Class Mason 0.006 Nos. 320.00 1 Each 1.92Manand women Mazdoor 0.3 Nos. 280.00 1 Each 84.00

215.05Add 14% over heads 0.14 215.05 30.11

Rate per 1 Sqmt. Total 245.2037

MaterialCeramic Tiles 1.05 Sqmt. 447.00 1 Sqmt. 469.35Sand 0.012 cum 851.78 1 cum 10.22Cement 2.16 Kgs 4546.12 1000 Kgs 9.82Grey Cement for slurry 3.3 Kgs 4546.12 1000 Kgs 15.00White Cement for pointing 0.2 Kgs 27.00 1 Kgs 5.40

Labour

1st Class Mason 0.096 Nos. 380.00 1 Each 36.482nd Class Mason 0.224 Nos. 320.00 1 Each 71.68Man Mazdoor 0.33 Nos. 280.00 1 Each 92.40Add Agency area allowence 25% 200.56 50.14Add water charges @1% on labour 1% 200.56 2.01


762.50 782.76 803.01 823.27Add 14% over heads 0.14 106.75 109.59 112.42 115.26

Rate per Sqmt. 869.25 892.35 915.45 938.55

In - situ - Granolithic Concrete Flooring 20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over slabs/ CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors

C-data

38

white glazed tiles 1.05 Sqmt 335.00 1 Sqmt 351.75

Grey cement 0.33 Kgs 4546.12 1000 Kgs 1.50White cement 0.6 Kgs 27.00 1 Kgs 16.20Cement for Cement Mortar CM (1:5) 3.45 Kgs 4.55 1 Kgs 15.70Sand Mortar CM (1:5) 0.012 Cum 851.78 1 Cum 10.22

Labour

1st Class Mason 0.077 Nos. 380.00 1 Each 29.26

Man Mazdoor 0.08 Nos. 280.00 1 Each 22.40Add Agency area allowence 25% 51.66 12.92


459.94 465.11 470.27 475.44Add 14% over heads 0.14 64.39 65.12 65.84 66.56

Rate per Sqmt. 524.35 530.25 536.15 542.00

18

Surya Cem 0.2 kgs 27.00 1 kgs 5.40Painter 0.021 Nos. 338.00 1 Each 7.10Man Mazdoor 0.032 Nos. 280.00 1 Each 8.96Add Agency area allowence 25% 16.06 4.01sundries including brushes,ladders, etc., 1% 21.46 0.21

25.69Add 14% over heads 0.14 25.69 3.60

Rater per 1 Sqmt. for all floors Total 29.30

19

Material

Cement Primer Grade I 0.1 Kgs 134.00 1 Kgs 13.40

Snowcem Paint 0.35 Kgs 44.24 1 Kgs 15.48Labour for Priming Coat1st class painter 0.021 Nos. 400.00 1 Each 8.402nd class painter 0.049 Nos. 320.00 1 Each 15.68Add Agency area allowence 25% 24.08 6.02Labour for Two Coats1st class painter 0.015 Nos. 400.00 1 Each 6.00

2nd class painter 0.035 Nos. 320.00 1 Each 11.20Man and women mazdoor 0.15 Nos. 280.00 1 Each 42.00Add Agency area allowence 25% 59.20 14.80

132.98

Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors

Painting to New walls with two coats of Snowcem cement paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for External Walls.(APSS No. 912) in All Floors

C-data

Add 14% over heads 0.14 132.98 18.62Rater per 1 Sqmt. for all floors Total 151.65

20

Cost of Synthetic Enamel Paint 0.11 Ltr 230.00 1 Ltr 25.301st Class Painter 0.033 Nos. 400.00 1 Each 13.202nd Class Painter 0.077 Nos. 320.00 1 Each 24.64Add Agency area allowence 25% 37.84 9.46

72.60Add 14% over heads 0.14 72.60 10.16

Rater per 1 Sqmt. for all floors Total 82.80

42

3.00 Rmt. 70.00 1 Rmt 210.001.00 No. 65.00 1 No 65.001.00 No. 56.00 1 No 56.003.00 Nos. 14.00 1 No 42.00

Plumber 1st Class 0.30 Nos. 380.00 1 Each 114.00Plumber 2nd class 0.70 Nos. 320.00 1 Each 224.00Man Mazdoor 1.00 No. 280.00 1 Each 280.00

Rate per 3 Rmt. 991.00330.33

Add 14% over heads 0.14 330.33 46.25Rate per Rmt. Total 376.60

43

materialsCostof rabit wire mesh 1.33 Sqmt 16.00 1 Sqmt 21.2843 Grade cement 31.91 Kgs 4546.12 1000 Kgs 145.07Cost of coarse sand 0.06 Cum 851.78 1 Cum 49.40Labour1st Class Mason 0.80 Nos. 380.00 1 Each 304.00Miller operator 0.10 Nos. 380.00 1 Each 38.00Man Mazdoor 1.00 Nos. 280.00 1 Each 280.00Add Agency area allowence 25% 622.00 155.50Hire charges of miller 0.20 Hour 89.00 1 Hour 17.80


1011.05 1075.03 1139.01 1202.99Add 14% over heads 0.14 141.55 150.50 159.46 168.42

Rate per Sqmt. 1152.60 1225.55 1298.50 1371.45

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

Supply and fixing of 110mm dia ISI mark PVC rain water spouts of 2.5 Kg/cm2 pressure including Cost of necessary pvc bends, shoes and M.S.clamps and all other accessories and fixing in position including cost and conveyance of all materials to site , seigniorage charges sales and other taxes on all materials, all operational, incidental and labour cahrges such as fixing in alignment etc., complete for finished item of work.(APSS NO1328) in All Floors

Cost of 110mm dia PVC Pipe.(page 274)Cost of P.V.C.Bend 391 BMW-F.57Cost PVC shoe 397 BMW-G.63Cost of Clips 440 BMW-G.106

Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All Floors

C-data

21

PRIMARY COATLuppam finish 0.1 Kg. 330.00 1 Kg 33.00Ready mixed primer 0.07 lit 135.00 1 Lt 9.45Ist class painter 0.021 Nos. 400.00 1 Each 8.402nd class painter 0.049 Nos. 320.00 1 Each 15.68TWO COATS OF PAINTINGSynthetic enamel paint 0.12 lit 230.00 1 lit 27.601st class painter 0.036 Nos. 400.00 1 Each 14.402nd class painter 0.084 Nos. 320.00 1 Each 26.88Add Agency area allowence 25% 41.28 10.32

145.73Add 14% over heads 0.14 145.73 20.40

Rate per 1 Sqmt. for all Floors Total 166.15

AEE/AE Dy. Executive Engineer Executive EngineerTW/ Gundala TW/SD/ Sudimalla TW/Division/ Bhadrachalam

Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors

DOORS & WINDOWS

1

Vertical port 1 X 2 X 2.00 X 0.075 X 0.10 = 0.03Horizontal Port 1 X 1 X 1.05 X 0.075 X 0.10 = 0.008

0.037875 63567 2407.6

1 1x 1.01 1.96 1.9796771 1526.27

1 2 1.01 1.96 3.96376 1488.66

Hold fasts 6.00 20 120.00MS aldrom MBT G45 2.00 164 328.00MS Tower bolts MBT G17 2.00 78 156.00MH Butt hinges MBT G50 3.00 40 120.00MS handles 125mm long MBT G35 2.00 31 62.00Door stopper 1.00 34 34.00Labour charges 2.10 601 1262.1020 % agency allowence 1262.10 252.42

7757.05

Add 14% over heads 7757.05 0.14 1085.998843.04

Window frame

Vertical port 1 3 0.90 0.075 0.10 = 0.02025Horizontal Port 1 2 1.22 0.075 0.10 0.018

0.03855 63567 2450.51Shutter frameStyles 1 4 0.41 0.07 0.035 0.004018Rails 1 4 1.115 0.07 0.035 0.010927

0.014945 63567 950.01

1 2 0.27 0.975 0.5265 356 187.43


Size : 1.05 x 2.00 BMT E.01

Solid black board wood 300 mm thick BMT N17

Laminate Sheets - Glossy Finish: 1.00 mm thick BMT K114

Supply and fixing of Window of Size 0.90 x 1.22 M shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame 3 verticals of Medium Teak wood of section 100mm x 32 mm thick and BISON PANEL CEMENT BONDED PARTICLE BOARD CONFORMING TO IS 14276 and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.

Size : 1.05 x 2.00 BMT E.01

CEMENT BONDED PARICLE BOARD CONFORMING TO IS 14276- 12 mm thick BMT k89

Grills flatsHorizantal 2 2 0.77 3.08Verticals 2 2 1.09 4.36

7.44Equalent wt. 0.79 5.840

Sq. barsHorizantal 1 5 0.77 3.85Verticals 1 7 1.07 7.49

11.34Equalent wt. 0.78 8.845Total weght 14.686 46.75 686.55

Hold fasts 6.00 20 120.00MS aldrom MBT G45 2.00 164 328.00MS Tower bolts MBT G15 2.00 35 70.00MH Butt hinges MBT G50 3.00 40 120.00MS handles 125mm long MBT G35 2.00 31 62.00Delux stay alluminium BMT G56 2.00 116 232.00Labour charges 0.98 601 586.5820 % agency allowence 586.58 117.32

5910.40

Add 14% over heads 5910.396 0.14 827.466737.86

1

Vertical port 1 X 2 X 0.75 0.075 X 0.10 = 0.01125Horizontal Port 1 X 1 X 1.05 X 0.075 X 0.10 = 0.008

0.019125 63567 1215.72

1 1x 0.74 1.96 1.4504771 1118.26

1 2 1.01 1.96 2.90376 1090.7

Hold fasts 3.00 20 60.00MS aldrom MBT G45 2.00 164 328.00MS Tower bolts MBT G17 2.00 78 156.00MH Butt hinges MBT G50 3.00 40 120.00MS handles 125mm long MBT G35 2.00 31 62.00Labour charges 1.50 601 901.5020 % agency allowence 901.50 180.30

5232.48

Add 14% over heads 5232.48 0.14 732.55

5965.03


Size : 1.05 x 2.00 BMT E.01

Solid black board wood 300 mm thick BMT N17

Laminate Sheets - Glossy Finish: 1.00 mm thick BMT K114

1

SizeVertical port 1 2 0.40 0.075 0.10 0.006Horizontal Port 1 2 0.6 0.075 0.10 0.009

0.015 63567 953.51Glass 1 X 1 0.48 0.28 0.06 401 24.06Sq. barsHorizantal 1 5 0.77 3.85Verticals 1 7 1.07 7.49

11.34Equalent wt. 0.78 8.845Total weght 8.860 46.75 414.21

Labour charges 0.24 601 144.24

20 % agency allowence144.24

28.851564.87

Add 14% over heads 1564.868 0.14 219.081783.95

1

1 1 3.45 3.75 12.9375

125X50X6mm 1 2 0.125 2.4 0.600013.5375

Abstract

12.94 57.00 737.58125X50X6mm 0.60 57.00 34.20Cost of MS bolts 4.00 6.00 24.00Fabrication 13.54 18.00 243.72Redoxide paint 0.50 253.40 12.67Synthetic enamel 0.50 750.00 37.50


60.93

1150.60Add 14% over heads 1150.6 0.14 161.08

1311.68RMT 380.20

1

Material Abstract

884.00 5.00 4420.00limpet washers 1694.00 1.00 1694.00

Supply and fixing of medium teak wood Ventilators of size 0.60x0.40M with safety bars of 10mm square rods at 100mm centre to centre horizontally and vertically as per approved drawing of Engineer-in-charge including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges etc., complete for finished item of work.

Supply and Fixing of MS Hallow square pipe purlin of 40mmX40mmX4mm as required no. of sheets of size 120mmX50mmX6mm welded to the ends of the purlin for fixing purlins including cost and conveyance of all materials and all labour charges etc complete

Calculation of weight of Purlins

40mmX40mm Square medium hallow pipe

40mmX40mm Square medium hallow pipe


GI Scan bolts & nuts 2X27

cost of 0.5mm galvanized sheet 193.74 799.00 154801.37labour Carpeter 0.84 385.00 323.40Man Mazdoor 0.91 295.00 268.45


147.96

161655.18Add 14% over heads 161655.183 0.14 22631.73

184286.91998.75

1 Supply of roof accessories medium size ridge with 0.50mm thick 0.585 width

Rate as per BMS-W-59 307.00 307.00

Add 14% over heads 307.00 0.14 42.98349.98350.00

D&W DATA (1) P No 156

DATAS FOR DOORS AND WINDOWS Sno Qty Description of Item Rate Unit Per Amount

DOOR SIZE 1.52 x 2.13 mtrs : Area = 3.24 Sqm 1.52 X 2.13 3.24Sal Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cumHorizental 1 x 1.52 x 0.075 x 0.10 = 0.00864 0.01140 cum Total = 0.04054 0.04335 cum

1x1.41x2.05 = 2.89 Sqm 2.89 sqmABSTRACT

a)MATERIAL1 0.03195 Cost of Sal wood scantling of any size BMT-E-015 Item Sl No 122 40012.00 1 Cum 1278.382 0.01140 Cost of Sal wood scantling of any size BMT-E-015 40012.00 1 Cum 456.14

3 2.89 734.00 1 Sqm 2121.264 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 124.00 1 Each 124.006 2.00 51.00 1 Each 102.007 2.00 34.00 1 Each 68.008 6.00 23.00 1 Each 138.009 1.00 50.00 1 Each 50.0010 2.00 34.00 1 Each 68.00

a) LABOUR11 0.23 Carpenter class I 380.00 1 day 87.4712 0.54 Carpenter class II 320.00 1 day 171.8713 0.38 Light mazdoor 280.00 1 day 106.81

2.89 295.00 1 Sqm 852.55

14 Add overheads @ 14%Rate per / Each

1

DOOR SIZE 2.00 x 2.13 mtrs : Area = 4.26 Sqm 2 X 2.13 4.26

Sal Wood for Frame

Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum

Horizental 1 x 2.00 x 0.075 x 0.10 = 0.01500 cum

Supply and Fixing of Door with Double leaf shutter, Door Size 1.52x2.13 mtrs

with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter

Solid Bond Wood black board type with commercial ply on both faces of 35mm

thick including cost of fixtures such as M.S.Powder Coated Tower Bolts

250mm long 2 Nos, M.S.Powder Coated Handles 150mm long 2 Nos, 300mm

long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt

hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers

2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of

all materials to site all Labour charges such as Fixing of Door Frame and

shutter Fixing in position , with Hardware fixtures etc., complete for finsihed

utem of work.

35mm thick flush door shutter of soild wood block board type with commercial play on both faces

Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17)

Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter


with Sal wood Frame of sections size 75mm x 100mm with Flush Door

Shutter Solid Bond Wood black board type with commercial ply on both faces

of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower

Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm




all materials to site all Labour charges such as Fixing of Door Frame on shutter

Fixing in position , with Hardware fixtures etc., complete for finsihed utem of

work.


Total = 0.04695 cum


a)MATERIAL

1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.38

2 0.01500 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 600.18

3 3.87 734.00 1 Sqm 2840.58

4 6.00 MS Hold Fasts 10.00 1 Each 60.00

5 1.00 134.00 1 Each 134.00

6 2.00 55.00 1 Each 110.00

7 2.00 37.00 1 Each 74.00

8 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.00

10 2.00 37.00 1 Each 74.00a) LABOUR

11 0.22 Carpenter class I 380.00 1 day 82.93

12 0.51 Carpenter class II 320.00 1 day 162.95

13 0.36 Light mazdoor 280.00 1 day 101.27

3.87 295.00 1 Sqm 1141.65

6863.9414 Add overheads @ 14% 960.95

Rate per / Each 7824.90

2

DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm 1.22 X 2.13 2.6

Sal Wood for Frame



Total = 0.04110 cum


a)MATERIAL



3 2.28 734.00 1 Sqm 1673.52


5 1.00 134.00 1 Each 134.00


Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick

Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)

Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)

Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)

Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)

Cost of MS-Powder Coated - Door Stoppers (BMT-G.53)



with Sal wood Frame of sections size 75mm x 100mm with Flush Door

Shutter Solid Bond Wood black board type with commercial ply on both faces


Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm




all materials to site all Labour charges such as Fixing of Door Frame on shutter

Fixing in position , with Hardware fixtures etc., complete for finsihed utem of

work.


Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17)

Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)


6 2.00 55.00 1 Each 110.00

7 2.00 37.00 1 Each 74.00

8 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.00

10 2.00 37.00 1 Each 74.00a) LABOUR




2.28 295.00 1 Sqm 672.60

4993.7614 Add overheads @ 14% 699.13


3

DOOR SIZE 0.90 x 2.13 mtrs : Area = 1.92 sqm 0.9 X 2.13 1.92

Sal Wood for Frame



Total = 0.03870 cum

1x0.78x2.05 = 1.599 1.6 sqm

ABSTRACT

a)MATERIAL



3 1.6 734.00 1 Sqm 1174.40


5 1.00 134.00 1 Each 134.00

6 2.00 55.00 1 Each 110.00

7 1.00 37.00 1 Each 37.00

8 3.00 25.00 1 Each 75.00

9 1.00 54.00 1 Each 54.00

10 1.00 37.00 1 Each 37.00

a) LABOUR




1.60 295.00 1 Sqm 472.00

4028.75

14 Add overheads @ 14% 564.03

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)

Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)

Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)

Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)

Cost of MS-Powder Coated - Door Stoppers (BMT-G.53)


Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 3 Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. D6


Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces

Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)

Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)

Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)

Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)

Cost of Door Stoper (BMT-G.53)




4

DOOR SIZE 1.00 x 2.13 mtrs : Area = 2.13 Sqm 0.9 X 2.13 1.92Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 0.00750 cum Total = 0.0394 0.03945 cum


a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.382 0.00750 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 300.09

3 1.79 734.00 1 Sqm 1313.864 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 134.00 1 Each 134.00

6 2.00 41.00 1 Each 82.007 1.00 37.00 1 Each 37.008 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.0010 2.00 37.00 1 Each 74.00

a) LABOUR11 0.21 Carpenter class I 380.00 1 day 79.6012 0.49 Carpenter class II 320.00 1 day 156.4113 0.35 Light mazdoor 280.00 1 day 97.20

1.79 295.00 1 Sqm 528.05

4344.5914 Add overheads @ 14% 608.24


5

1 rmt 303.00 1 Rmt 303.00

Add overheads @ 14%

Rate per Rmt 303.00


with Sal Wood Frame of sections size 75mm x 100mm with Flush Door

Shutters Solid Bond Wood black board type with commercial ply on both faces


Bolts 200mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No,

300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder

Coated butt hinges 6 Nos, 300 mm long M.S.Powder Coated Flat latch 1No,

Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and

convenyance of all materials to site all Labour charges such as Fixing of Door

Frame on shutter Fixing in position , with Hardware fixtures etc., complete for

finsihed item of work.


Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)

Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)


Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work

cost of rajasri door frame (BMT-N.01) Item Sl No 643


6

1 2205.00 1 sqm 2205.00Add overheads @ 14%

Rate per 1 sqm 2205.00

7

a)

4450 1 SQM 4450.00-427.00400.00

Total 4423.00Add 14% overheads 14%Rate per sqmt. 4423.00

b)

5050.00-427.00400.00

Total 5023.00Add 14% overheads 14%Rate per sqmt. 5023.00

8

VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54 1.2 X 0.45 0.54

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 10mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work .

cost of door shutter (BMT-N.02) Item Sl No 644

NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet.

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.

Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.

basic rate as per ssr item no 743 item code BMT-P.26Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55

Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm x 1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm. Mullion section size of 72x50mm.

basic rate as per ssr item no 746 item code BMT-P.25Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55

Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work


Angular frame 25 x 25 x 3mm thickVerticals 1 x 22 x 0.45 = 0.90 m

Horizental 1 x2 x 1.20 = 2.40 mFor Hold fasts 1 x 2 x 0.15 = 0.30

Total = 3.60 m 3.96 Kgs

10 mm square rods @ 150 mm c/cVerticals 1 x 7 x 0.45 = 3.15Horizental 1 x2 x 1.22 = 2.40

total 5.55 m 4.357 KgsABSTRACTa)MATERIAL

8.32 Cost of Structural Steel 44.50 1 Cum 370.10a) LABOUR

8.32 Fabrication Charges BMM.V.14 18.00 1 Kg 149.708.32 Fixing Charges BMM-V.15 3.50 1 Kg 29.11

548.91Add overheads @ 14% 76.85


9

VENTILATOR SIZE 1.00 x 0.45 mtrs : Area = 0.45 1 X 0.45 0.45Angular frame 25 x 25 x 3mm thick

Verticals 1 x 2 x 0.45 = 0.90 mHorizental 1 x2 x 1.00 = 2.00 m

For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.20 m 3.52 Kgs





452.51Add overheads @ 14% 63.35


10

VENTILATOR SIZE 0.90 x 0.45 mtrs : Area = 0.41 0.9 X 0.45 0.405Angular frame 25 x 25 x 3mm thick

Verticals 1 x 2 x 0.45 = 0.90 mHorizental 1 x2 x 0.90 = 1.80 m

For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.00 m 3.3 Kgs





427.63Add overheads @ 14% 59.87


11

GRILL SIZE 3.60x1.50 mtrs : Area = 5.40 3.6 X 1.5 5.4Angular frame 25 x 25 x 3mm thick

Verticals 1 x 2 x 1.50 = 3.00 m



Supply and Fixing of Balcony Grill of size 3.60 x 1.50 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work


Horizental 1 x2 x 3.60 = 7.20 mFor Hold fasts 1 x 2 x 0.15 = 0.30

Total = 10.50 m 11.55 Kgs

10 mm square rods @ 150 mm c/cVerticals 1 x 19 x 1.50 = 28.50

Horizental 1 x9 x 3.6 = 32.40total 60.90 m 47.81 Kgs

ABSTRACTa)MATERIAL



3917.53Add overheads @ 14% 548.45


12

1 rmt 228.00 1 Rmt 228.00Add overheads @ 14%

Rate per Rmt 228.00

13

Area of Shutter = 0.70x2.00= 1.40 sqm 1.4 1 Sqm1.4 1100.00 1 Sqm 1540.002 37.00 1 Each 74.003 25.00 1 Each 75.002 MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long BMT-G.15) 29.00 1 Each 58.001 MS-Powder Coated Aldrop (IS:2681) 200 mm longBMT - G.43) 86.00 1 Each 86.00

1.4295.00 1 Sqm 413.00

2246.00Rate per Sqm 1604.00

Add overheads @ 14% 224.56

Rate per sqmt 1829.00

AEE/AE Dy. Executive Engineer Executive Engineer

Badangi Vizianagaram Vizianagaram

0Guntur

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.

cost of rajasri door frame (BMT-N.37) Item Sl No 679

PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.

cost of Syntex PVC door shutter (BMT-N.65) Item Sl No 707Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)


WS-DATA P No 163

WATER SUPPLY AND SANITARY DATAS


DATASAREA ALLOWENCE 0%

ADD 14% OVERHEADS 14%

DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT

1

a)BMW-A.02 1.00 Rmt 193.00 1.00 Rmt 193.00

Area allowence on labour charges BMW-A.05 20% 102.00 1.00 0.00 20.40

213.40

add overheads @ 14.00% 29.88

Total rate per 1 Rmt 243.30

b)BMW-A.03 1.00 Rmt 471.00 1.00 Rmt 471.00


498.60



cBMW-A.01 1.00 Rmt 348.00 1.00 Rmt 348.00


375.60



BMW-A.04 1.00 Rmt 319.00 1.00 Rmt 319.00


339.40



2

Sl.No

Amount (Rs.)

Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)

101.60 mm dia SWG pipe upto 3' depth

152.40mm dia SWG pipe upto 5' depth

101.60 mm dia SWG pipe upto 5' depth

152.40mm dia SWG pipe upto 3' depth


WS-DATA P No 164

DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNITSl.No

Amount (Rs.)

basic rate as per ssr item BMW-B.03 1.00 Nos 4814.00 1.00 Nos 4814.00

Area allowence on labour charges 20% 0.00 1.00 0.00 0.00

4814.00


Total rate per 1 Nos 5488.00

3


Area allowence on labour charges 20%0.00 1.00 0.00 0.00

7455.00



4



8288.00



5



5246.00




Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

WS-DATA P No 165


Amount (Rs.)

6

Basic rate as per ssr item BMW-A.72 1.00 Nos 530.00 1.00 Nos 530.00

Area allowence on labour chargesBMW-A.74

20%23.00 1.00 0.00 4.60

534.60



7

A Basic rate as per ssr item BMW-D24 1.00 Nos 1323.00 1.00 Nos 1323.00

Area allowence on labour chargesBMW-D28

20%288.00 1.00 0.00 57.60

1380.60



B

BMW-I.48 1.00 Nos 85.00 1.00 Nos 85.00

Area allowence on labour chargesBMW-I.49

20%16.00 1.00 0.00 3.20

88.20



C

BMW-E 05 1.00 Nos 403.00 1.00 Nos 403.00

Area allowence on labour chargesBMW-E 06

20%35.00 1.00 0.00 7.00

410.00



D

BMW-E31 1.00 Nos 201.00 1.00 Nos 201.00

Area allowence on labour chargesBMW-E32

20%23.00 1.00 0.00 4.60

205.60



E

BMW-G05 1.00 Nos 21.00 1.00 Nos 21.00

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127 with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and fitted with 304.8 mm x 225.6 mm(12" x 9") CI frame and hinged cover and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. SSR ITEM NO.527

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work

Basic rate as per ssr item 12.7MM DIA PVC conection with brass union nut CP coated

Basic rate as per ssr item 12.7 MM ANGLE STOP COCK first quality Indian make 400 gms Seiko

Basic rate as per ssr item 38.1 MM CP WASTE COUPLING half or full thread 1st quality indian make paryware or equivalent

Basic rate as per ssr item 31.75 MM dia PVC fleible waste pipe of 914.4 mm length of first quality

WS-DATA P No 166


Amount (Rs.)


21.00



TOTAL COST (A+B+C+D+E) Rs 2400.20

8

Basic rate as per ssr item BMW-I.28 1.00 Nos 206.00 1.00 Nos 206.00


20%10.00 1.00 0.00 2.00

208.00



9

Basic rate as per ssr item BMW-I 105 1.00 Nos 435.00 1.00 Nos 435.00


20%95.00 1.00 0.00 19.00

454.00



10

Basic rate as per ssr item BMW-I 20 1.00 Nos 139.00 1.00 Nos 139.00

Area allowence on labour charges BMW-I 21 20% 36.00 1.00 0.00 7.20146.20



11

a) 300 gramsBasic rate as per ssr item BMW-E 09 1.00 Nos 219.00 1.00 Nos 219.00


20%23.00 1.00 0.00 4.60

223.60



b) 400 gms Basic rate as per ssr item BMW-E 07 1.00 Nos 345.00 1.00 Nos 345.00


20%23.00 1.00 0.00 4.60

349.60



Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work.


WS-DATA P No 167


Amount (Rs.)

12

(a) 90mm dia 3 Mts single socket Basic rate as per ssr item BMW-G12 1.00 RM 368.00 3.00 RMT 122.67

Area allowence on labour chargesBMW-G.152

20%58.00 1.00 0.00 11.60

134.27


Total rate per 1 RMT 153.10

(b) 110mm dia 3 Mts single socket Basic rate as per ssr item BMW-G13 1.00 RM 440.00 3.00 RMT 146.67

Area allowence on labour chargesBMW-G.152

20%RM 58.00 1.00 RM 11.60

158.27



13

a) 15mm Nominal bore

Basic rate as per ssr item BMW-F79 1.00 Rmt 151.00 1.00 Rmt 151.00

Area allowence on labour chargesBMW-F80

20%Rmt 33.00 1.00 6.60

157.60



b) 20mm Nominal bore

Basic rate as per ssr item BMW-F81 1.00 Rmt 168.00 1.00 Rmt 168.00


20%Rmt 33.00 1.00 Rmt 6.60

174.60



c) 25mm Nominal bore

Basic rate as per ssr item BMW-F83 1.00 Rmt 220.00 1.00 RMT 220.00

Area allowence on labour charges BMW-F84 20% Rmt 33.00 1.00 Rmt 6.60

226.60



D 40mm Nominal bore


Area allowence on labour charges BMW-F88 20% Rmt 36.00 1.00 Rmt 7.20

353.20



E 50mm Nominal bore

Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.

WS-DATA P No 168


Amount (Rs.)



20%Rmt 55.00 1.00 Rmt 11.00

384.00



F 65mm Nominal bore



20%Rmt 55.00 1.00 Rmt 11.00

672.00



14

15 mm dia nominal bore

Basic rate as per ssr item BMW-F21 1.00 Nos 306.00 1.00 Nos 306.00


20%36.00 1.00 0.00 7.20

313.20


Total rate per 1 No 357.05

a) 20mm Nominal boreBasic rate as per ssr item BMW-F19 1.00 Nos 414.00 1.00 Nos 414.00


0%36.00 1.00 0.00 0.00

414.00



b) 25mm Nominal boreBasic rate as per ssr item BMW-F17 1.00 Nos 610.00 1.00 Nos 610.00


20%36.00 1.00 0.00 7.20

617.20



c) 40mm Nominal boreBasic rate as per ssr item BMW-F25 1.00 Nos 1243.00 1.00 Nos 1243.00


20%55.00 1.00 0.00 11.00

1254.00



d) 50mm Nominal boreBasic rate as per ssr item BMW-F27 1.00 Nos 1795.00 1.00 Nos 1795.00


20%74.00 1.00 0.00 14.80

1809.80



e 65 mm nominal bore

Basic rate as per ssr item BMW-F29 1.00 Nos 3424.00 1.00 Nos 3424.00

Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.

WS-DATA P No 169


Amount (Rs.)

Area allowence on labour charges BMW-F30 20% 92.00 1.00 0.00 18.40

3442.40



28.60mm OD Pipe - SDR 13.5

Basic rate as per ssr item BMW-l 222 1.00 Rmt 198.00 1.00 Rmt 198.00


198.00


Total rate per Rmt 225.75

34.90mm OD Pipe - SDR 11

Basic rate as per ssr item BMW-l 229 1.00 Rmt 289.00 1.00 Rmt 289.00


289.00


Total rate per Rmt 329.50

15

Basic rate as per ssr item BMW-D33 1.00 Nos 690.00 1.00 Nos 690.00


20%115.00 1.00 0.00 23.00

713.00



16

Basic rate as per ssr item BMW-i63 1.00 Nos 62.00 1.00 Nos 62.00

Area allowence on labour chargesBMW-i64

20%18.00 1.00 0.00 3.60

65.60



17

Basic rate as per ssr item BMW-A72 1.00 Nos 530.00 1.00 Nos 530.00


Supply and fixing of white glazed flat back bowl urinals of size 440 mm x 265 mm x 315 mm with internal rim flushing mm fixied with screws complete inidan make (HS W/Parry/Neycer) conforming to IS 2556 -1995 as approved be Engineer - in - charge 12.7 mm PVC connection with brass plumber union nuts CM Coated. including 12.70 mm push cock 1st qulaity of approved make including supply & fixing 31.75 m dia PVC flexible waser pipe of 914.40 mm lenght of 1st including cost and conveyance of all materials to site labour charges etc., complete for finished item of work for all floors

Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges etc. complete

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8MM X 288.6 MM (12"X9") CI frame and hinged cover including labour for fixing and laying the SWG junctions/plugs/bends with air tightcement joints etc., complete including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work as directed by Engineer-in-charge.

WS-DATA P No 170


Amount (Rs.)

Area allowence on labour chargesBMW-A74

20%23.00 1.00 0.00 4.60

534.60



18

ABMW-C41 1.00 Nos 279.00 1.00 Nos 279.00

Area allowence on labour chargesBMW-C42

20%45.00 1.00 0.00 9.00

288.00



BBMW-i12 1.00 Nos 26.00 1.00 Nos 26.00

Area allowence on labour chargesBMW-i13

20%15.00 1.00 0.00 3.00

29.00



Total cost (A +B) 361.45

19



20%288.00 1.00 0.00 57.60

Providing brick masonry seat BMW-D09 1.00 Nos 253.00 1.00 Nos 253.001362.60


Total cost (A +B) 1553.40

20

Basic rate as per ssr item BMW-G01 1.00 Lit 5.00 1.00 Lit 5.00

Area allowence on labour chargesBMW-G02

20%0.00 1.00 0.00 0.00

5.00


Total rate per 1 Ltr 5.70

21



0%184.00 1.00 0.00 0.00

Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.

Basic rate as per ssr item Nahany trap

Basic rate as per ssr item Nahany trap cover

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges for placing and fixing in position as directed by Engineer-in-Charge.

Supplying and fixing 609.6 mm x 457.2 mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.80 mm thick) brass plug and chain incluiding CI cantilever brackets, 31.75 mm dia PVC flexible waste pipe 914.4 mmm length of 1st quality including cost and conveyance fo all materials labour charges etc., complete for finished item of work

WS-DATA P No 171


Amount (Rs.)

587.00



22

Basic rate as per ssr item BMW-I119 1.00 Nos 5826.00 1.00 Nos 5826.00

Area allowence on labour chargesBMW-I120

20%414.00 1.00 0.00 82.80

5908.80



23



598.00



24

Basic rate as per ssr item BMW-H05 1.00 Nos 1765.00 1.00 Nos 1765.00


1765.00



25



1308.00



26

a

Basic rate as per ssr item BMW-CO2 1.00 Nos 737.00 1.00 Nos 737.00

Area allowence on labour chargesBMW-CO7

20%173.00 1.00 0.00 34.60

771.60



Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on cantilever brackets including 32 mm CP waste coupling including supply & fixing of 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of 1st quality, chasing brick masonry wall and making good after construction i.e., restoring to original srufaces etc., complete including cost and conveyance of all materials and labour charges for all operations etc., complete for finished item of work in all floors

Supply & Fixing of 22" dia RCC Cover for manhole with nominal reinforecement 3" thick with hooks for lfifting including cost and conveyance of all materials, labour charges etc., complete for finished tiem of work

Supply and fixing of 100 mm dia CI Vent pipe of 3 mts length double socket fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work.

Supply and fixing of 75 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work.

Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors

WS-DATA P No 172


Amount (Rs.)

27

b

Basic rate as per ssr item BMW-CO1 1.00 Nos 645.00 1.00 Nos 645.00

Area allowence on labour chargesBMW-CO7

20%173.00 1.00 0.00 34.60

679.60



28

Basic rate as per ssr item BMW-B06 1.00 Nos 3020.00 1.00 Nos 3020.00

Area allowence on labour charges 0% 0.00 1.00 0.00 0.00

3020.00



29


Area allowence on labour charges BMW-I37 20% 12.00 1.00 0.00 2.40

62.40



30


Area allowence on labour charges BMW-I39 20% 9.00 1.00 0.00 1.80

42.80



31



20%36.00 1.00 0.00 7.20

220.20



32


Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with

cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery

walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete

including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,,

complete for finished item of work all Floors


Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.

Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.

Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials , and all labour charges etc., complete for finished item of work.

Supply and Fixing of C.I. (Spun ) Soil waste and ventilating pipe of 3.00 Mt length of 100mm dia with double socket for vent over septic tank including cost and convenyance of all materials to site, all labour charges sales and all other taxes on all materials etc., complete for finished item of work.

WS-DATA P No 173


Amount (Rs.)




20%12.00 1.00 0.00 2.40

1827.40



33



20%115.00 1.00 0.00 23.00

1668.00



34



20%9.00 1.00 0.00 1.80

54.80



35

Basic rate as per ssr item BMW-G08 1.00 Nos 1323.00 1.00 Nos 1323.00


1323.00



36

Basic rate as per ssr item BMW-C12 1.00 Nos 332.00 1.00 Nos 332.00

Area allowence on labour charges BMW-C14 20% 55.00 1.00 0.00 11.00343.00



37

Basic rate as per ssr item BMW-C11 1.00 Nos 284.00 1.00 Nos 284.00

Area allowence on labour chargesBMW-C14

20%55.00 1.00 0.00 11.00

295.00



Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Supply & Fixing 4" dia (101.6 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Supply & Fixing 3" dia (76.2 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

WS-DATA P No 174


Amount (Rs.)

38

Basic rate as per ssr item Table 17.1/PH 1.00 RMT 49.00 1.00 RMT 49.00

12-b / PH 1.00 RMT 21.00 1.00RMT

21.00

Area allowence on labour charges 20%21.00 4.20

74.20


Total rate per 1Rmt 84.60

39

b. MS ladder on the outside

45.e / PH 1.00 Lt 20.94 1.00 Lt 20.94

Add for difference in cost of cement (5400-5500)*0.00007 -0.01

Add for difference in cost of steel (42000-41000)*0.00002 0.0220.95

2.1023.05


Total rate per 1 Lt 26.30

40

a) 80mm dia x 2.00 mts CI D/F pipes Table 26/PH 1.00 Kg 58.00 1.00 Kg 58.00

Add overheads @ 14.00% 8.12

Total rate per 1 Kg 66.15

Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 6Kg/Sqcm. conforming to IS 4984 - 1995 including transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per standard specifications including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Labour charges for laying and jointing

Construction of 60,000 liters capacity OHSR(VRCC) with 12.7 mts staging without seismic analysis including fixtures OF rcc OR ALLUMINIUM LADDER INSIDE 0.45 Mtrs wide, MS ladder on the outside . Lighting including condutor & earthing etc., RCC ventilators with copper or stainless steel skyproof mesh, Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos), Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities,Water level indicator of good quality with ebonite /copper float approved pattern - 1 no

a . RCC or allumininum ladder inside 0.45mts wide

c. Lighting including condutor & earthing etc.,

d. RCC ventilators with copper or stainless steel skyproof meshe. Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos)f. Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts

g. Water level indicator of good quality with ebonite /copper float approved pattern - 1 no

Add 10% extra for rural area allowence

Supply and fixing of the following fixtures

WS-DATA P No 175


Amount (Rs.)

b)

1.00 Kg 58.00 1.00 Kg 58.00



c)

1.00 Kg 58.00 1.00 Kg 58.00



d) 80mm dia CI sluice valves Table 27.1 1.00 nos 4468.00 1.00 nos 4468.00



e) 80mm dia CI duct foot bends

1.00 Kg 88.00 1.00 Kg 88.00



f) Rubber packing 3/6mm thick

1.00 kg 77.00 1.00 kg 77.00

Add overheads @14.00% 10.78


g) Bolts & nuts

1.00 Kg 93.00 1.00 Kg 93.00



41 322.50

Cost of Bricks 654 Nos. 4474.82 1000 Nos. 2926.53

Deduct 15% for perforation 98.10 Nos. 4474.82 -1000 Nos. -438.98

Brick layer 1.28 Each 380.00 1 Each 486.40

Man Mazdoor 0.64 Each 280.00 1 Each 179.20

Women Mazdoor 1.93 Each 280.00 1 Each 540.40

Rate per Cum 3693.55

80mm dia x 1.00 CI D/F pipes initiate cost only

80mm dia x flonged spigot CI tail pieces

Table 24-VI / PH

Table 36-4 / PH

Table 36-5 / PH

Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, sales and other taxes, all labour charges etc., complete item of work for Soak Pit.

El Data P No 176

Standard Data Electrical Items SSR 2013-14


Area allowence 20%Overheads and contractors profit on materials

Overheads and contractors profit on labour 14%

Description Unit QTY Rate Rs. Amount Rs. ohr

1 2 3 4 5 6 71

Taking Output = 100 Ma) Material

elec-1.2.4 25mm dia 2mm thick PVC pipe 100 M 1 3030.00 3030.00ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 24.00 288.00

elec-1.2.44 25mm PVC bends Each 12 6.00 72.003390.00

Add contr profit @14% on material 0.00 0.00Total material cost 3390.00b) Labour charges :

elec-8.1.77 Skilled Electrician day 2 400.00 800.00elec-8.1.78 Semi skilled Electrician day 2 320.00 640.00elec-8.1.85 Helpers day 2 320.00 640.00

Add area allowence on labour charges @ 20% 416.00

Add contr profit @14% on Labour 14% 2496.00 349.44C) Cost for 100 RM 6235.44Rate per Metre = C/100 62.40

2


elec-1.2.3 25mm dia 1.5mm thick PVC pipe 100 M 1 2420.00 2420.00elec-8.1.10 U' Links 2 40.00 80.00

elec-1.4.12 8"x10" TW deep boxes Each 2 44.00 88.00ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 24.00 288.00

elec-1.2.44 25mm PVC bends Each 12 6.00 72.00elec-8.1.54 Cement kg 50 5.60 280.00

3228.00Add contr profit @14% on material 0.00 0.00Total material cost 3228.00b) Labour charges :

elec-8.1.77 Skilled Electrician day 2 400.00 800.00elec-8.1.78 Semi skilled Electrician day 2 320.00 640.00elec-8.1.85 Helpers day 2 320.00 640.00

Index -code

Specific ation No.

1.4.2

( C )

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, add the cost of sheet metal / well seasoned wooden board / box.

1.4.2

( b )

Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

100 Nos

El Data P No 177


1 2 3 4 5 6 7

Index -code

Specific ation No.

elec-8.1.79 Mason Ist class day 2 350.00 700.00Add area allowence on labour charges @ 20% 556.00

Add contr profit @14% on Labour 14% 3336.00 467.04C) Cost for 100 RM 7031.04Rate per Metre = C/100 70.35

3 2.1.1

Taking Output = 6 Pointsa) Material

elec-1.5.1 100 M 1 1001.00 1001.00

elec-1.7.1 6A Switch @18/- each each 6 18.00 108.00elec-1.7.15 6A 3 way Ceiling Rose@21/-each each 6 21.00 126.00elec-1.4.19 no 1 44.00 44.00


elec-8.1.77 Skilled Electrician day 0.6 400.00 240.00elec-8.1.78 Semi skilled Electrician day 1.2 320.00 384.00elec-8.1.85 Helpers day 0.6 320.00 192.00


Add contr profit @14% on Labour 14% 979.20 137.09C) Cost for 6 Points 2095.00

Rate per Point = C/6 349.20

4

For stair case 1 1.5 327.40 491.10

5 2.1.4

Taking Output = eacha) Material

elec-1.7.4 6A 3 pin / 2 pin Socket each 1 27.00 27.00elec-1.7.1 6A 1 way flush type switch each 1 18.00 18.00

45.00Add contr profit @14% on material 0.00 0.00

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., comp Make : Million / RPG/ paragon

14/0.3mm (1.00 Sqmm) FRLS PVC insulated flexible copper wire

25 x 20 cms (10" x8") Hylam sheet 3mm thick

Wiring with 2 runs of1.0 Sqmm PVC insulated flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS switch control box including all labour charges etc., complete for staircase in Residential buildings as required. Make: Finolex L&T.Rate as per light point in non residential Building=327.40

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Makes : Anchor / Gold Medal Olive /Million Zoom

El Data P No 178


1 2 3 4 5 6 7

Index -code

Specific ation No.

Total material cost 45.00

b) Labour charges : .

elec-8.1.77 Skilled Electrician day 0.067 400.00 26.80

elec-8.1.85 Helpers day 0.067 320.00 21.44Add area allowence on labour charges @ 20% 9.65

Add contr profit @14% on Labour 14% 57.89 8.10

Rate per each 111.00

6

Taking out put=15 Points

a) Materialselec 1.5.1 100M 1 1001.00 1001.00

elec 1.7.1 6A switch@ 18/- each each 15 18.00 270.00

elec 1.7.4 6A 3pin /2pin socket each 15 27.00 405.00

Add contractor profit @ 14% on materail. 0.00 0.00


Labour charges :

elec 8.1.77 Skilled Electrician day 1.5 400.00 600.00

elec 8.1.78 Semi skilled Electricinan day 1.5 320.00 480.00

elec 8.185 Helpers day 1.5 320.00 480.00Add area allowence on labour charges @ 20% 312.00

Add contractor profit @ 14% on labour. 0% 0.00

Cost for 15.points 3548.00

Rate per point=/15 236.53

7 2.1.5

Taking Output = each

a) Materialelec-1.3.5 20 x 15 cms (8" x6") MS switch deep box each 1 162.00 162.00

elec-1.4.18 each 1 26.40 26.40

elec-1.7.11 16A 3 pin / 6A 3pin plug socket (5 in 1) each 1 146.00 146.00334.40

Add contr profit @14% on material 0.00 0.00Total material cost 334.40b) Labour charges :


Note : Labour Charges proposed for 1point considering 15 per day

wiring with 2 runs of 14/0.3(1.0 Sqmm) PVC insulated FR flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type switch control, switch control box including all labour Charges etc., complete. Make : Phinolex / L&T

14/0.3(1.0Sqmm)FRLS PVC insulated flexible copper wire

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Plug Socket.Makes : Gold Medal / ANCHOR/ OLIVE/Million ZOOM.

21.6 x 16.6 cms (8.5 x 6.5") 3mm thick hylam sheet

El Data P No 179


1 2 3 4 5 6 7

Index -code

Specific ation No.

elec-8.1.78 Semi Skilled Electrician day 0.1 320.00 32.00elec-8.1.85 Helpers day 0.1 320.00 32.00



Rate per each 476.70

Note : Labour Charges proposed for 10 jobs per day8

a) Materialelec-7.1.5 cat-6 RJ 45 information oulet 1 340.00 340.00

elec-1.3.1 MS box 1 54.00 54.00

0.00394.00

Add contr profit @14% on material 0.00 0.00Total for material 394.00b) Labour charges :


elec-8.1.78 Semi Skilled Electrician day 0.2 320.00 64.00

elec-8.1.85 Helpers day 0.12 320.00 38.40


Add contr profit @14% on Labour 14% 218.88 30.64SundriesC) Cost for each 643.55

9 3.1.2

Taking Output = 100 M

a) Material

elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1001.00 1001.00

Add contr profit @14% on material 0.00 0.00


b) Labour charges :elec-8.1.77 Skilled Electrician day 0.34 400.00 136.00

elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00

elec-8.1.85 Helpers day 0.34 320.00 108.80



C) Cost for 100 RM 1773.65

Rate per Metre = C/100 17.75

Note : Labour Charges considered for 150 M / day

Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.Makes : Finolex / L&T.

El Data P No 180


1 2 3 4 5 6 7

Index -code

Specific ation No.

10 3.1.4.a


a) Material

elec-1.5.3 36/0.3mm (2.5 sqmm) FR PVC copper cable 100 M 2 2389.20 4778.40

elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1001.00 1001.00


elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 1.005 400.00 402.00

elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 3 320.00 960.00

elec-8.1.85 Helpers (2.0 + 0.5) day 1.005 320.00 321.60


Add contr profit @14% on Labour 14% 2020.32 282.84SundriesC) Cost for 100 RM 8082.56Rate per Metre = C/100 80.85

11 3.1.5

elec- 1.5.4 2 run of 4.0 sq.mm wire 1 2 3650.00 7300.00elec- 1.5.3 1 run of 2.50 sq. mm wire 1 1 2390.00 2390.00

9690.00Add contr profit @ 14% on material 0 0.00Total material cost 9690.00Labour ChargesSkilled Electrician (1.0 + 0.34) day 1.34 400.00 536.00Semi skilled Electrician (3+1) day 4 320.00 1280.00Helpers(1.0 + 0.34) day 1.34 320.00 428.80Add area allowence on labour charges @ 0% 0.00Add contr profit @ 14% on Labour 0% 0.00Cost per 100 Rmt 11934.80Rate per Metre = C/100 119.35

12 3.3.7


a) Material

elec-1.5.6 100 M 4 8600.00 34400.00

1.5.4 1 3650.00 3650.00

Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S to swithc boards connections etc.,

Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make: Finolex / L&T

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4 Sq mm PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete

140/0.3mm (10 Sq.mm) FR PVC flexible copper cable

56/0.3 (4.0 sqmm) FR PVC flexible copper cable

El Data P No 181


1 2 3 4 5 6 7

Index -code

Specific ation No.

Add contr profit @14% on material 0.00Total material cost 38050.00b) Labour charges :

elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 2 400.00 800.00

elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 6 320.00 1920.00

elec-8.1.85 Helpers (2.0 + 0.5) day 2 320.00 640.00


Add contr profit @14% on Labour 14% 4032.00 564.48SundriesC) Cost for 100 RM 42646.48

Rate per Metre = C/100 426.50

Note : Labour Charges considered for 100 M / day

13 8.2.2

a) Materialelec-3.6.8 4' x 40 watts box type flourscent light fitting. each 1 850.50 850.50

elec-3.7.16 Lamp cost of 40W each 1 45.00 45.00elec-8.1.35 Tw Round blocks each 2 6.00 12.00

Rate per each 907.50Add contr profit @14% on material 0.00 0.00

Total for material 907.50a) Labour charges

elec-8.1.77 Skilled Electrician day 0.10 400 40.00elec-8.1.78 Semi Skilled Electrician day 0.10 320 32.00

Labour for 1 No 979.5014


elec-1.7.16 PVC batten holder each 1 20.00 20.00

elec-3.7.1 40W bulb each 1 12.00 12.00

elec-1.7.15 Deduct Cost of Ceiling Rose each 1 21.00 -21.00


Total for material 11.00

b) Labour charges :


elec-8.1.85 Helpers day 0.05 320.00 16.00

Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk: Trinic , tube : Philips / crompton


El Data P No 182


1 2 3 4 5 6 7

Index -code

Specific ation No.



Rate per each 60.25

2. Labour Charges proposed for 20 jobs per day

15

a) Material

elec-5.1.1 1200 mm (48") Ceiling Fan each 1 1600.00 1600

Transportation Charges on Unit Cost 1% 16.00 16.001616.00

Add contr profit @14% on material 0.00 0.00Total material cost 1616.00

16 33

a) Material

elec-1.7.14 Steeped type Electronics type Regulator M 1 220.00 220.00

Add contr profit @14% on material 0.00 0.00


b) Labour charges.elec-8.1.78 Semi skilled Electrician day 0.1 320.00 32.00

Sundries. 21.20


Add contr profit @14% on Labour 14% 0.00

Rate per Each 283.85

Labour Charges

17

a) Materialelec-1.6.8 23/0060 Twin Core wire M 1 9.90 9.90

LS 1 3.00 3.00

12.90Add contr profit @14% on material 0.00 0.00Total for material 12.90b) Labour charges.

elec-8.1.77 Skilled Electrician day 0.125 400.00 50.00elec-8.1.85 Helper day 0.125 320.00 40.00

Note : 1. The Cost of Ceiling Rose may be deducted in view of holder.

Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.

Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board.Make : Anchor / Gold Medal Olive / Million Zoom

Note : Labour is Considered for 10 jobs / day

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

Unforseen item works, such as painting to down rod, screws etc.,

El Data P No 183


1 2 3 4 5 6 7

Index -code

Specific ation No.


Add contr profit @14% on Labour 14% 108.00 15.12Rate per Each 136.05

18

a) Materialelec-5.1.14 300mm (12") 900 RPM H.D. Exhaust Fan each 1 2645.00 2645.00

Transportation Charges on Unit Cost 1% 26.45 26.45

Rate per Each 2671.45Add contr profit @14% on material 0.14 374.00Total for material 3045.45

19 36

a) Materialelec-1.6.8 23/0060 Twin flat wire M 1 9.90 9.90

elec-8.1.54 Cement kg 25 5.60 140.00149.90

Add contr profit @14% on material 0.14 20.99Total for material 170.89b) Labour charges.

elec-8.1.77 Skilled Electrician day 0.25 400.00 100.00elec-8.1.85 Helper day 0.25 320.00 80.00elec-8.1.79 Mason day 0.25 350.00 87.50


Add contr profit @14% on Labour 14% 321.00 44.94Sundries such as Sand, Bolt, Nuts etc.,Rate per Each 3314.78

20

a) Materialelec-3.1.1 1x40W WP flourscent street light fitting. each 1 1400.00 1400.00

elec-3.7.16 Lamp cost of 40W each 1 45.00 45.001445.00

Add contr profit @14% on material 0.14 202.30Total for material 1647.30

Note : Labour is Considered for 8 fans / daySupply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

Note :1. Labour is Considered for 6 jobs / day

2. Cost of louver shutter may be added if required.

3. If hole is already made available, labour charges of Mason shall be deleted.

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thorn

El Data P No 184


1 2 3 4 5 6 7

Index -code

Specific ation No.

21

a) Materialelec-8.1.59 25mm dia G.I pipe light grade M 1 205.00 205.00elec-1.6.8 23/0060 twin core flexible copper cable M 2 9.90 19.80

Pipe bending charges LS 1 25.00 25.00M.S flat and welding charges LS 1 35.00 35.00

284.80Add contr profit @14% on material 0.00 0.00Total for material 284.80b) Labour charges

elec-8.1.77 Skilled Electrician/carpenter day 0.2 400.00 80.00elec-8.1.79 Mason day 0.2 350.00 70.00elec-8.1.78 Semi skilled Electrician / Helper day 0.2 320.00 64.00


Add contr profit @14% on Labour 14% 256.80 35.95Rate per each 1974.90

22

8 way TPN Vertical DB a) Material

Nos 1 9100.00 9100.00

elec-2.8.2 125 Amps, 4 Pole , 25 kA MCCB Nos 0 7194.00 0.00elec-2.9.6 10 kA, 63A TP MCBs: Nos 1 1477.00 1477.00elec-2.9.1 10kA, 6 to 32A SP MCBs: Rs.184 / Each Nos 24 201.00 4824.00

15401.00Add contr profit @14% on material 0.00Total material cost 15401.00b) Labour charges :

elec-8.1.77 Skilled Electrician day 1 400.00 400.00elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00elec-8.1.85 Helpers day 1 320.00 320.00

Add area allowence on labour charges @ 0.00Add contr profit @14% on Labour 1040.00 0.00

LS 19.00 19.00Rate per each 16460.00

Say 16460.00

a 1No. Semi skilled mason

Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

Note : Labour Charges considered for 5 fixtures / day .

Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc.

elec.2.12.37

8 Way TPN Vertical DB with IP -43 (Metal door) protection suitable for 125A, 4 Pole, 25kA MCCB as incomer.

Sundries such as T.W. Plugs, Screws, Cement etc.,

Note : 1. Labour Charges considered for 1 jobs / day2. If the Distribution Boards from Item No. 4.4.1 to 4.4.8 proposed for concealing, add the following:

El Data P No 185


1 2 3 4 5 6 7

Index -code

Specific ation No.

23


each 1 2491.00 2491.00

elec-2.10.6 40A, 4 Pole Isolator each 1 814.00 814.00elec-2.9.1 10kA - 6-32A range SP MCBs each 12 201.00 2412.00


elec-8.1.77 Skilled Electrician day 0.5 400.00 200.00elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00elec-8.1.85 Helpers day 1 320.00 320.00


Add contr profit @14% on Labour 14% 1008.00 141.12LS 14.00 14.00

Rate per each 6880.12Note : Labour Charges considered for 2 jobs / day

24


each 1 2491.00 2491.00

elec-2.10.6 63A, 4 Pole Isolator each 1 890.00 890.00elec-2.9.1 10kA - 6-32A range SP MCBs each 8 201.00 1608.00

4989.00Add contr profit @14% on material 0.00 0.00Total material cost 4989.00

b 1/4 bag cement

Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A 4 Pole isolater 1 No 10KA 6-32 A range SPMCBS 8Nos for Outgoing. Make: MDS/GE/L&T 40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.

elec.2.12.24

4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

Sundries such as TW Plugs, Screws Cement etc,

Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS/GE/L&T Hanger/SIEMANS/SCHNEIDERS.

40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.

4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

El Data P No 186


1 2 3 4 5 6 7

Index -code

Specific ation No.

b) Labour charges :elec-8.1.77 Skilled Electrician day 0.5 400.00 200.00elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00

elec-8.1.85 Helpers day 1 320.00 320.00



LS 14.00 14.00

Rate per each 6152.12Note : Labour Charges considered for 2 jobs / day

25 Elec4.1.25 SSR rateRs.246.20.

246.20

26

a) Materialcum 1.21 122.11 147.75

cum 0.9 150.00 135.00

1 25.00 25.00

40mm dia 'B' Class G.I pipe Mtr 2.5 301.00 752.50Each 1 75.00 75.00

Each 16 5.00 80.00

elec-8.1.12 G.I Nuts, Bolts an Washers Set 4 12.00 48.0018" dia hume pipe ring Each 1 100.00 100.00

elec-8.1.16 Hard Coke Kg 20 8.00 160.00elec-8.1.17 Salt Kg 20 4.00 80.00

1603.25Add contr profit @14% on material 0.00 0.00Total material cost 1603.25

Each

Semi skilled Electrician day 0.5 320.00 160.00Helpers day 0.5 320.00 160.00

Sundries such as TW Plugs, Screws Cement etc,

supply of 35 sqmm 3.5 core PVC XLPE armourd cable 1100V Grade with ISI Mark Standard / Solid Alluminium Conductor. Make : Universal/NICCO/Torrent/CCI

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes

Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.9 x 0.9 m

Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR)

25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling

25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length

Drilling of 16 Nos through holes of 12mm dia to G.I pipe

b) labour charges for fixing pipe ring and connections

El Data P No 187


1 2 3 4 5 6 7

Index -code

Specific ation No.


Add contr profit @14% on Labour 14% 384.00 53.76Sundries Rate per each Say 2041.05

27

a) Materialelec-2.6.4 100 A Fuse units each 3 484.00 1452.00

100 A neutral links each 1 118.00 118.00elec-1.4.7 T.W blocks ( 12" x 15" ) each 1 99.00 99.00

1669.00Add contr profit @14% on material 0.00 0.00Total for material 1669.00

elec-8.1.77 day 1 400.00 400.00elec-8.1.85 day 4 320.00 1280.00


Add contr profit @14% on Labour 14% 2016.00 282.2450.00

4017.2528


elec-7.1.1 2 pair telephone wire 100 M 1 1010.00 1010.00Add contr profit @14% on material 0.00 0.00Total for material 1010.00b) Labour charges :

elec-8.1.77 Skilled Electrician day 0.34 315.00 107.10elec-8.1.78 Semi Skilled Electrician day 1 285.00 285.00elec-8.1.85 Helpers day 0.34 285.00 96.90


Add contr profit @14% on Labour 14% 586.80 82.15Sundries

C) Cost for 100 RM 1678.95Rate per Metre = C/100 16.80Note : Labour Charges considered for 150 M / day

29

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

b) Labour chargesSkilled ElectricianHelper

Sundires such as Cement, Sand etc.,Rate per Each Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex

Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom

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El Data P No 188


1 2 3 4 5 6 7

Index -code

Specific ation No.


a) Material

elec-1.7.18 telephone jack type socket 1 48.00 48.00

elec-1.3.1 MS box 1 54.00 54.00

elec-1.4.22 4x4 sunglass delux board 1 13.20 13.20


Total for material 115.20

b) Labour charges :


elec-8.1.78 Semi Skilled Electrician day 0.1 285.00 28.50

elec-8.1.85 Helpers day 0.1 285.00 28.50



Sundries

C) Cost for each 236.30

30 elec3.7.26 1 115.00 115.00

31


elec-7.1.4 cat-6 UTP LAN cable 100 M 1 2580.00 2580.00Add contr profit @14% on material 0.00 0.00Total for material 2580.00b) Labour charges :

elec-8.1.77 Skilled Electrician day 0.34 315.00 107.10elec-8.1.78 Semi Skilled Electrician day 1 285.00 285.00elec-8.1.85 Helpers day 0.34 285.00 96.90


Add contr profit @14% on Labour 14% 586.80 82.15SundriesC) Cost for 100 RM 3248.95Rate per Metre = C/100 32.50Note : Labour Charges considered for 150 M / day

Supply of 18W pin type CFL Lamp of Makes:Wipro/Bajaj/Phillips/Thorn

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex

Name of the work : Sub Estiate for the work Providing Electrification to Model School

Quantity Description of Work Unit Rate (Rs.)in fig.

CONDUIT PIPE

1 1250 RM #REF! #REF! #REF!

2 500 RM #REF! #REF! #REF!

WIRING

3 657 PTS #REF! POINT #REF! #REF!

4 82 PTS #REF! POINT #REF! #REF!

57 EACH #REF! #REF!

5 207 PTS POINT #REF! #REF!

6 27 NOS #REF! EACH #REF! #REF!7 7 NOS EACH #REF! #REF!

8 57 NOS EACH #REF! #REF!

RUN OF MAINS

9 628 RM #REF! #REF!

10 1985 RM #REF! #REF!

S. NO

.

Amount (Rs.)

ONE RM

ONE RM

Supply and fixing of 3 Nos 6A 3 pin wall plug socket with 3 Nos. 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Makes : Anchor / Gold Medal Olive /Million Zoom

Wiring with three runs of 1.0 sq.mm insulated PVC flexible copper conductor cable (phase, neutral, earth) in the existing conduit pipe with 6 Amps flush type switch, and 6 A 3/2 pin socket on Separate switch board etc.,complete as required Make:Million / Gold Medal

Supply and fixing single phase DB in sheet steel enclosure with metalic plug and socket with 1 No. 20/32A,10KA SPMCB ( Motor characteristics MCBs) control including making connections etc., complete concealing in wall. Makes : MDS / L&T Hager.

Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.Makes : Gold Medal / Finolex / RPG/ L&T Hager / Million

ONE RM

Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

11 420 RM #REF! #REF!



14 224 RM #REF! #REF!

15 538 RM #REF! #REF!

16 50 NOS EACH 200.00 10000.00


LIGHT FITTINGS





Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

Supply and run of 4 of 6 Sq mm PVC insulated flexible copper cable PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for Lighting Distribution boards.Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for PDB's and AC DBSMake:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex

ONE RM

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex

ONE RM

Supply of 3feet length patch cords of make D link make / Beldan / Krone

Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom

Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all connections including cost of 40W tube. The fitting shall be under warranty for three years.Makes: Crompton/Bajaj/Surya/Havells.


Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton Aura / Bajaj R Gold / Havells Festiva / Usha Premium.

Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board.








DISTRIBUTION BOARDS



31 250 RM #REF! #REF!

32 2 Nos EACH #REF! #REF!

33 2 Nos #REF!

34 2 Nos EACH #REF! #REF!

CABLES

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete.Makes: Phillips / GE / Wipro

Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

Supply of Integral street light luminaire of 150W HPSV lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 150W HPSV lamp etc., complete.Makes: Phillips / GE.

Fixing of MV / SV/MH luminaire on wall with 1.0mt 40mm dia GI pipe bracket and anti-tilting MS flat, 2.5 Sq.mm flexible copper cable etc.,including all labour charges for mason work and giving connections etc., complete.

Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes: MDS/ L&T Hager

Supply and fixing of TPN 4 way distribution board board flushed in wall suitable for single pole outgoing MCB's in sheet metal enclosure with 63 Amps -4 pole isolator incomer and 12 nos. 16 to 32 Amps single pole, 10 KA breaking capacity MCB outgoings including connections and labour etc. (Lighting DB's)Makes : MDS / L&T Hager.

Supply of the following PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded/solid aluminimum conduct complete., Make: Universal/NICCO/RPG/SURANA/POY CAB/Paragaon Cables. 3.50Core 25 Sq.mm

ONE RM

Supply and fixing of 24 port switches of D link make including making connections and etc., complete

Supply of 17U floor mounting net work rack with power spike including all accessries of make HCL / VallSupply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 1 No. 63A TP MCB as incomer with 24 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes: MDS/ L&T Hager

35 100 Mtrs 1 Mtr #REF! #REF!

36 200 Mtrs 1 Mtr #REF! #REF!

EARTHING


38 1 NO EACH 2521.00 2521.00

TOTAL: #REF!

Supply of 3.5 Core 95 Sq. mm PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded / solid, aluminimum conductor complete Make: Universal / NICCO/ TORRENT/CCI/ FORTUNE ART

Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.

Providing independent earthing by excavating a trench to a depth of 2.1 M in all soild, as per size specified in the Data using 40 mm dia 'B' Class GI pipe of 2.5 mtrs length with necessary accessories with hume pipe rings duly providing staggered holes including filling with equal proportion of salt and charcoal in layers and all labour charges etc., complete for smal quarters.

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

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DATA FOR OIL BOUND DISTEMPER PAINTING

Sl. No. Description Quantity Rate (Rs.) Per Unit Amount (Rs.)

1Cost of Primer Lts 0.5 134 Lts 67Painter 1st Class Nos 0.08 400.00 No 32Painter 2nd Class Nos 0.19 320.00 No 60.8Add 20% Agency allowence 92.8 0.2 18.56Cost of Washable Oil Bound Distemper Lts 1.7 80 Lts 136Painter 1st Class Nos 0.36 400.00 No 144Painter 2nd Class Nos 0.84 320.00 No 268.8Add 20% Agency allowence 412.8 0.2 82.56 Cost for 10Sqm 809.72Add Over Heads 14% 0.14 113.36Total Cost for 10 Sqm 923.08

Cost for 1 Sqm 92.31


CONVEYANCE CHARGES AS PER COMMON SSR 2009 - 2010

Water Bricks

### 1 1.00 26.32 25.35 0.00 37.19 15.61 42.192 2.00 36.84 35.44 7.50 52.11 21.84 59.043 3.00 49.12 49.12 16.26 72.28 29.12 78.774 4.00 59.65 59.65 23.76 87.72 35.35 95.615 5.00 70.18 70.18 31.26 103.25 41.58 112.546 6.00 80.70 80.70 38.76 118.68 47.81 129.397 7.00 91.23 91.23 46.26 134.12 54.04 146.238 8.00 101.75 101.75 53.76 149.56 60.26 163.079 9.00 112.28 112.28 61.26 165.00 66.49 179.91

10 10.00 122.81 122.81 68.76 180.44 72.72 196.7511 11.00 133.33 133.33 76.26 195.88 78.95 213.6012 12.00 143.86 143.86 83.76 211.32 85.18 230.4413 13.00 154.39 154.39 91.26 226.75 91.40 247.2814 14.00 164.91 164.91 98.76 242.19 97.63 264.1215 15.00 175.44 175.44 106.26 257.63 103.86 280.9616 16.00 185.96 185.96 113.76 273.07 110.09 297.8117 17.00 196.49 196.49 121.26 288.51 116.32 314.6518 18.00 207.02 207.02 128.76 303.95 122.54 331.4919 19.00 217.54 217.54 136.26 319.39 128.77 348.3320 20.00 228.07 228.07 143.76 334.82 135.00 365.1821 21.00 238.60 238.60 151.26 350.26 141.23 382.0222 22.00 249.12 249.12 158.76 365.70 147.46 398.8623 23.00 259.65 259.65 166.26 381.14 153.68 415.7024 24.00 270.18 270.18 173.76 396.58 159.91 432.5425 25.00 280.70 280.70 181.26 412.02 166.14 449.3926 26.00 291.23 291.23 188.76 427.46 172.37 466.2327 27.00 301.75 301.75 196.26 442.89 178.60 483.0728 28.00 312.28 312.28 203.76 458.33 184.82 499.9129 29.00 322.81 322.81 211.26 473.77 191.05 516.7530 30.00 333.33 333.33 218.76 489.21 197.28 533.6031 31.00 342.11 342.11 225.01 502.11 202.46 547.6332 32.00 350.88 350.88 231.26 515.00 207.63 561.6733 33.00 359.65 359.65 237.51 527.89 212.81 575.7034 34.00 368.42 368.42 243.76 540.79 217.98 589.7435 35.00 377.19 377.19 250.01 553.68 223.16 603.7736 36.00 385.96 385.96 256.26 566.58 228.33 617.8137 37.00 394.74 394.74 262.51 579.47 233.51 631.8438 38.00 403.51 403.51 268.76 592.37 238.68 645.8839 39.00 412.28 412.28 275.01 605.26 243.86 659.9140 40.00 421.05 421.05 281.26 618.16 249.04 673.9541 41.00 429.82 429.82 287.51 631.05 254.21 687.9842 42.00 438.60 438.60 293.76 643.95 259.39 702.0243 43.00 447.37 447.37 300.01 656.84 264.56 716.0544 44.00 456.14 456.14 306.26 669.74 269.74 730.0945 45.00 464.91 464.91 312.51 682.63 274.91 744.1246 46.00 473.68 473.68 318.76 695.53 280.09 758.1647 47.00 482.46 482.46 325.01 708.42 285.26 772.1948 48.00 491.23 491.23 331.26 721.32 290.44 786.2349 49.00 500.00 500.00 337.51 734.21 295.61 800.2650 50.00 508.77 508.77 343.76 747.11 300.79 814.3051 51.00 517.54 517.54 350.01 760.00 305.96 828.3352 52.00 526.32 526.32 356.26 772.89 311.14 842.3753 53.00 535.09 535.09 362.51 785.79 316.32 856.4054 54.00 543.86 543.86 368.76 798.68 321.49 870.44

Sl.No

Lead in Kms

Earth/Sand/

Gravel/Murrum/

Lime/Surki

Rubble/Size Stone/Cut

Stone/Coarse aggregates

Cement/Steel/RCC poles/A.C &

G.I Sheets/Packed

materials

PCC Slabs/Shabad Slabs/CC &

Laterite Blocks/Wood

55 55.00 552.63 552.63 375.01 811.58 326.67 884.4756 56.00 561.40 561.40 381.26 824.47 331.84 898.5157 57.00 570.18 570.18 387.51 837.37 337.02 912.5458 58.00 578.95 578.95 393.76 850.26 342.19 926.5859 59.00 587.72 587.72 400.01 863.16 347.37 940.6160 60.00 596.49 596.49 406.26 876.05 352.54 954.6561 61.00 605.26 605.26 412.51 888.95 357.72 968.6862 62.00 614.04 614.04 418.76 901.84 362.89 982.7263 63.00 622.81 622.81 425.01 914.74 368.07 996.7564 64.00 631.58 631.58 431.26 927.63 373.25 1010.7965 65.00 640.35 640.35 437.51 940.53 378.42 1024.8266 66.00 649.12 649.12 443.76 953.42 383.60 1038.8667 67.00 657.89 657.89 450.01 966.32 388.77 1052.8968 68.00 666.67 666.67 456.26 979.21 393.95 1066.9369 69.00 675.44 675.44 462.51 992.11 399.12 1080.9670 70.00 684.21 684.21 468.76 1005.00 404.30 1095.0071 71.00 692.98 692.98 475.01 1017.89 409.47 1109.0472 72.00 701.75 701.75 481.26 1030.79 414.65 1123.0773 73.00 710.53 710.53 487.51 1043.68 419.82 1137.1174 74.00 719.30 719.30 493.76 1056.58 425.00 1151.1475 75.00 728.07 728.07 500.01 1069.47 430.18 1165.1876 76.00 736.84 736.84 506.26 1082.37 435.35 1179.2177 77.00 745.61 745.61 512.51 1095.26 440.53 1193.2578 78.00 754.39 754.39 518.76 1108.16 445.70 1207.2879 79.00 763.16 763.16 525.01 1121.05 450.88 1221.3280 80.00 771.93 771.93 531.26 1133.95 456.05 1235.3581 81.00 780.70 780.70 537.51 1146.84 461.23 1249.3982 82.00 789.47 789.47 543.76 1159.74 466.40 1263.4283 83.00 798.25 798.25 550.01 1172.63 471.58 1277.4684 84.00 807.02 807.02 556.26 1185.53 476.75 1291.4985 85.00 815.79 815.79 562.51 1198.42 481.93 1305.5386 86.00 824.56 824.56 568.76 1211.32 487.11 1319.5687 87.00 833.33 833.33 575.01 1224.21 492.28 1333.6088 88.00 842.11 842.11 581.26 1237.11 497.46 1347.6389 89.00 850.88 850.88 587.51 1250.00 502.63 1361.6790 90.00 859.65 859.65 593.76 1262.89 507.81 1375.7091 91.00 868.42 868.42 600.01 1275.79 512.98 1389.7492 92.00 877.19 877.19 606.26 1288.68 518.16 1403.7793 93.00 885.96 885.96 612.51 1301.58 523.33 1417.8194 94.00 894.74 894.74 618.76 1314.47 528.51 1431.8495 95.00 903.51 903.51 625.01 1327.37 533.68 1445.8896 96.00 912.28 912.28 631.26 1340.26 538.86 1459.9197 97.00 921.05 921.05 637.51 1353.16 544.04 1473.9598 98.00 929.82 929.82 643.76 1366.05 549.21 1487.9899 99.00 938.60 938.60 650.01 1378.95 554.39 1502.02

100 100.00 947.37 947.37 656.26 1391.84 559.56 1516.05101 101.00 956.14 956.14 662.51 1404.74 564.74 1530.09102 102.00 964.91 964.91 668.76 1417.63 569.91 1544.12103 103.00 973.68 973.68 675.01 1430.53 575.09 1558.16104 104.00 982.46 982.46 681.26 1443.42 580.26 1572.19105 105.00 991.23 991.23 687.51 1456.32 585.44 1586.23106 106.00 1000.00 1000.00 693.76 1469.21 590.61 1600.26107 107.00 1008.77 1008.77 700.01 1482.11 595.79 1614.30108 108.00 1017.54 1017.54 706.26 1495.00 600.96 1628.33109 109.00 1026.32 1026.32 712.51 1507.89 606.14 1642.37110 110.00 1035.09 1035.09 718.76 1520.79 611.32 1656.40111 111.00 1043.86 1043.86 725.01 1533.68 616.49 1670.44112 112.00 1052.63 1052.63 731.26 1546.58 621.67 1684.47113 113.00 1061.40 1061.40 737.51 1559.47 626.84 1698.51114 114.00 1070.18 1070.18 743.76 1572.37 632.02 1712.54115 115.00 1078.95 1078.95 750.01 1585.26 637.19 1726.58

116 116.00 1087.72 1087.72 756.26 1598.16 642.37 1740.61117 117.00 1096.49 1096.49 762.51 1611.05 647.54 1754.65118 118.00 1105.26 1105.26 768.76 1623.95 652.72 1768.68119 119.00 1114.04 1114.04 775.01 1636.84 657.89 1782.72120 120.00 1122.81 1122.81 781.26 1649.74 663.07 1796.75121 121.00 1131.58 1131.58 787.51 1662.63 668.25 1810.79122 122.00 1140.35 1140.35 793.76 1675.53 673.42 1824.82123 123.00 1149.12 1149.12 800.01 1688.42 678.60 1838.86124 124.00 1157.89 1157.89 806.26 1701.32 683.77 1852.89125 125.00 1166.67 1166.67 812.51 1714.21 688.95 1866.93126 126.00 1175.44 1175.44 818.76 1727.11 694.12 1880.96127 127.00 1184.21 1184.21 825.01 1740.00 699.30 1895.00128 128.00 1192.98 1192.98 831.26 1752.89 704.47 1909.04129 129.00 1201.75 1201.75 837.51 1765.79 709.65 1923.07130 130.00 1210.53 1210.53 843.76 1778.68 714.82 1937.11131 131.00 1219.30 1219.30 850.01 1791.58 720.00 1951.14132 132.00 1228.07 1228.07 856.26 1804.47 725.18 1965.18133 133.00 1236.84 1236.84 862.51 1817.37 730.35 1979.21134 134.00 1245.61 1245.61 868.76 1830.26 735.53 1993.25135 135.00 1254.39 1254.39 875.01 1843.16 740.70 2007.28136 136.00 1263.16 1263.16 881.26 1856.05 745.88 2021.32137 137.00 1271.93 1271.93 887.51 1868.95 751.05 2035.35138 138.00 1280.70 1280.70 893.76 1881.84 756.23 2049.39139 139.00 1289.47 1289.47 900.01 1894.74 761.40 2063.42140 140.00 1298.25 1298.25 906.26 1907.63 766.58 2077.46141 141.00 1307.02 1307.02 912.51 1920.53 771.75 2091.49142 142.00 1315.79 1315.79 918.76 1933.42 776.93 2105.53143 143.00 1324.56 1324.56 925.01 1946.32 782.11 2119.56144 144.00 1333.33 1333.33 931.26 1959.21 787.28 2133.60145 145.00 1342.11 1342.11 937.51 1972.11 792.46 2147.63146 146.00 1350.88 1350.88 943.76 1985.00 797.63 2161.67147 147.00 1359.65 1359.65 950.01 1997.89 802.81 2175.70148 148.00 1368.42 1368.42 956.26 2010.79 807.98 2189.74149 149.00 1377.19 1377.19 962.51 2023.68 813.16 2203.77150 150.00 1385.96 1385.96 968.76 2036.58 818.33 2217.81151 151.00 1394.74 1394.74 975.01 2049.47 823.51 2231.84152 152.00 1403.51 1403.51 981.26 2062.37 828.68 2245.88153 153.00 1412.28 1412.28 987.51 2075.26 833.86 2259.91154 154.00 1421.05 1421.05 993.76 2088.16 839.04 2273.95155 155.00 1429.82 1429.82 1000.01 2101.05 844.21 2287.98156 156.00 1438.60 1438.60 1006.26 2113.95 849.39 2302.02157 157.00 1447.37 1447.37 1012.51 2126.84 854.56 2316.05158 158.00 1456.14 1456.14 1018.76 2139.74 859.74 2330.09159 159.00 1464.91 1464.91 1025.01 2152.63 864.91 2344.12160 160.00 1473.68 1473.68 1031.26 2165.53 870.09 2358.16161 161.00 1482.46 1482.46 1037.51 2178.42 875.26 2372.19162 162.00 1491.23 1491.23 1043.76 2191.32 880.44 2386.23163 163.00 1500.00 1500.00 1050.01 2204.21 885.61 2400.26164 164.00 1508.77 1508.77 1056.26 2217.11 890.79 2414.30165 165.00 1517.54 1517.54 1062.51 2230.00 895.96 2428.33166 166.00 1526.32 1526.32 1068.76 2242.89 901.14 2442.37167 167.00 1535.09 1535.09 1075.01 2255.79 906.32 2456.40168 168.00 1543.86 1543.86 1081.26 2268.68 911.49 2470.44169 169.00 1552.63 1552.63 1087.51 2281.58 916.67 2484.47170 170.00 1561.40 1561.40 1093.76 2294.47 921.84 2498.51171 171.00 1570.18 1570.18 1100.01 2307.37 927.02 2512.54172 172.00 1578.95 1578.95 1106.26 2320.26 932.19 2526.58173 173.00 1587.72 1587.72 1112.51 2333.16 937.37 2540.61174 174.00 1596.49 1596.49 1118.76 2346.05 942.54 2554.65175 175.00 1605.26 1605.26 1125.01 2358.95 947.72 2568.68176 176.00 1614.04 1614.04 1131.26 2371.84 952.89 2582.72

177 177.00 1622.81 1622.81 1137.51 2384.74 958.07 2596.75178 178.00 1631.58 1631.58 1143.76 2397.63 963.25 2610.79179 179.00 1640.35 1640.35 1150.01 2410.53 968.42 2624.82180 180.00 1649.12 1649.12 1156.26 2423.42 973.60 2638.86181 181.00 1657.89 1657.89 1162.51 2436.32 978.77 2652.89182 182.00 1666.67 1666.67 1168.76 2449.21 983.95 2666.93183 183.00 1675.44 1675.44 1175.01 2462.11 989.12 2680.96184 184.00 1684.21 1684.21 1181.26 2475.00 994.30 2695.00185 185.00 1692.98 1692.98 1187.51 2487.89 999.47 2709.04186 186.00 1701.75 1701.75 1193.76 2500.79 1004.65 2723.07187 187.00 1710.53 1710.53 1200.01 2513.68 1009.82 2737.11188 188.00 1719.30 1719.30 1206.26 2526.58 1015.00 2751.14189 189.00 1728.07 1728.07 1212.51 2539.47 1020.18 2765.18190 190.00 1736.84 1736.84 1218.76 2552.37 1025.35 2779.21191 191.00 1745.61 1745.61 1225.01 2565.26 1030.53 2793.25192 192.00 1754.39 1754.39 1231.26 2578.16 1035.70 2807.28193 193.00 1763.16 1763.16 1237.51 2591.05 1040.88 2821.32194 194.00 1771.93 1771.93 1243.76 2603.95 1046.05 2835.35195 195.00 1780.70 1780.70 1250.01 2616.84 1051.23 2849.39196 196.00 1789.47 1789.47 1256.26 2629.74 1056.40 2863.42197 197.00 1798.25 1798.25 1262.51 2642.63 1061.58 2877.46198 198.00 1807.02 1807.02 1268.76 2655.53 1066.75 2891.49199 199.00 1815.79 1815.79 1275.01 2668.42 1071.93 2905.53200 200.00 1824.56 1824.56 1281.26 2681.32 1077.11 2919.56201 201.00 1833.33 1833.33 1287.51 2694.21 1082.28 2933.60202 202.00 1842.11 1842.11 1293.76 2707.11 1087.46 2947.63203 203.00 1850.88 1850.88 1300.01 2720.00 1092.63 2961.67204 204.00 1859.65 1859.65 1306.26 2732.89 1097.81 2975.70205 205.00 1868.42 1868.42 1312.51 2745.79 1102.98 2989.74206 206.00 1877.19 1877.19 1318.76 2758.68 1108.16 3003.77207 207.00 1885.96 1885.96 1325.01 2771.58 1113.33 3017.81208 208.00 1894.74 1894.74 1331.26 2784.47 1118.51 3031.84209 209.00 1903.51 1903.51 1337.51 2797.37 1123.68 3045.88210 210.00 1912.28 1912.28 1343.76 2810.26 1128.86 3059.91211 211.00 1921.05 1921.05 1350.01 2823.16 1134.04 3073.95212 212.00 1929.82 1929.82 1356.26 2836.05 1139.21 3087.98213 213.00 1938.60 1938.60 1362.51 2848.95 1144.39 3102.02214 214.00 1947.37 1947.37 1368.76 2861.84 1149.56 3116.05215 215.00 1956.14 1956.14 1375.01 2874.74 1154.74 3130.09216 216.00 1964.91 1964.91 1381.26 2887.63 1159.91 3144.12217 217.00 1973.68 1973.68 1387.51 2900.53 1165.09 3158.16218 218.00 1982.46 1982.46 1393.76 2913.42 1170.26 3172.19219 219.00 1991.23 1991.23 1400.01 2926.32 1175.44 3186.23220 220.00 2000.00 2000.00 1406.26 2939.21 1180.61 3200.26221 221.00 2008.77 2008.77 1412.51 2952.11 1185.79 3214.30222 222.00 2017.54 2017.54 1418.76 2965.00 1190.96 3228.33223 223.00 2026.32 2026.32 1425.01 2977.89 1196.14 3242.37224 224.00 2035.09 2035.09 1431.26 2990.79 1201.32 3256.40225 225.00 2043.86 2043.86 1437.51 3003.68 1206.49 3270.44226 226.00 2052.63 2052.63 1443.76 3016.58 1211.67 3284.47227 227.00 2061.40 2061.40 1450.01 3029.47 1216.84 3298.51228 228.00 2070.18 2070.18 1456.26 3042.37 1222.02 3312.54229 229.00 2078.95 2078.95 1462.51 3055.26 1227.19 3326.58230 230.00 2087.72 2087.72 1468.76 3068.16 1232.37 3340.61231 231.00 2096.49 2096.49 1475.01 3081.05 1237.54 3354.65232 232.00 2105.26 2105.26 1481.26 3093.95 1242.72 3368.68233 233.00 2114.04 2114.04 1487.51 3106.84 1247.89 3382.72234 234.00 2122.81 2122.81 1493.76 3119.74 1253.07 3396.75235 235.00 2131.58 2131.58 1500.01 3132.63 1258.25 3410.79236 236.00 2140.35 2140.35 1506.26 3145.53 1263.42 3424.82237 237.00 2149.12 2149.12 1512.51 3158.42 1268.60 3438.86

238 238.00 2157.89 2157.89 1518.76 3171.32 1273.77 3452.89239 239.00 2166.67 2166.67 1525.01 3184.21 1278.95 3466.93240 240.00 2175.44 2175.44 1531.26 3197.11 1284.12 3480.96241 241.00 2184.21 2184.21 1537.51 3210.00 1289.30 3495.00242 242.00 2192.98 2192.98 1543.76 3222.89 1294.47 3509.04243 243.00 2201.75 2201.75 1550.01 3235.79 1299.65 3523.07244 244.00 2210.53 2210.53 1556.26 3248.68 1304.82 3537.11245 245.00 2219.30 2219.30 1562.51 3261.58 1310.00 3551.14246 246.00 2228.07 2228.07 1568.76 3274.47 1315.18 3565.18247 247.00 2236.84 2236.84 1575.01 3287.37 1320.35 3579.21248 248.00 2245.61 2245.61 1581.26 3300.26 1325.53 3593.25249 249.00 2254.39 2254.39 1587.51 3313.16 1330.70 3607.28250 250.00 2263.16 2263.16 1593.76 3326.05 1335.88 3621.32251 251.00 2271.93 2271.93 1600.01 3338.95 1341.05 3635.35252 252.00 2280.70 2280.70 1606.26 3351.84 1346.23 3649.39253 253.00 2289.47 2289.47 1612.51 3364.74 1351.40 3663.42254 254.00 2298.25 2298.25 1618.76 3377.63 1356.58 3677.46255 255.00 2307.02 2307.02 1625.01 3390.53 1361.75 3691.49256 256.00 2315.79 2315.79 1631.26 3403.42 1366.93 3705.53257 257.00 2324.56 2324.56 1637.51 3416.32 1372.11 3719.56258 258.00 2333.33 2333.33 1643.76 3429.21 1377.28 3733.60259 259.00 2342.11 2342.11 1650.01 3442.11 1382.46 3747.63260 260.00 2350.88 2350.88 1656.26 3455.00 1387.63 3761.67261 261.00 2359.65 2359.65 1662.51 3467.89 1392.81 3775.70262 262.00 2368.42 2368.42 1668.76 3480.79 1397.98 3789.74263 263.00 2377.19 2377.19 1675.01 3493.68 1403.16 3803.77264 264.00 2385.96 2385.96 1681.26 3506.58 1408.33 3817.81265 265.00 2394.74 2394.74 1687.51 3519.47 1413.51 3831.84266 266.00 2403.51 2403.51 1693.76 3532.37 1418.68 3845.88267 267.00 2412.28 2412.28 1700.01 3545.26 1423.86 3859.91268 268.00 2421.05 2421.05 1706.26 3558.16 1429.04 3873.95269 269.00 2429.82 2429.82 1712.51 3571.05 1434.21 3887.98270 270.00 2438.60 2438.60 1718.76 3583.95 1439.39 3902.02271 271.00 2447.37 2447.37 1725.01 3596.84 1444.56 3916.05272 272.00 2456.14 2456.14 1731.26 3609.74 1449.74 3930.09273 273.00 2464.91 2464.91 1737.51 3622.63 1454.91 3944.12274 274.00 2473.68 2473.68 1743.76 3635.53 1460.09 3958.16275 275.00 2482.46 2482.46 1750.01 3648.42 1465.26 3972.19276 276.00 2491.23 2491.23 1756.26 3661.32 1470.44 3986.23277 277.00 2500.00 2500.00 1762.51 3674.21 1475.61 4000.26278 278.00 2508.77 2508.77 1768.76 3687.11 1480.79 4014.30279 279.00 2517.54 2517.54 1775.01 3700.00 1485.96 4028.33280 280.00 2526.32 2526.32 1781.26 3712.89 1491.14 4042.37281 281.00 2535.09 2535.09 1787.51 3725.79 1496.32 4056.40282 282.00 2543.86 2543.86 1793.76 3738.68 1501.49 4070.44283 283.00 2552.63 2552.63 1800.01 3751.58 1506.67 4084.47284 284.00 2561.40 2561.40 1806.26 3764.47 1511.84 4098.51285 285.00 2570.18 2570.18 1812.51 3777.37 1517.02 4112.54286 286.00 2578.95 2578.95 1818.76 3790.26 1522.19 4126.58287 287.00 2587.72 2587.72 1825.01 3803.16 1527.37 4140.61288 288.00 2596.49 2596.49 1831.26 3816.05 1532.54 4154.65289 289.00 2605.26 2605.26 1837.51 3828.95 1537.72 4168.68290 290.00 2614.04 2614.04 1843.76 3841.84 1542.89 4182.72291 291.00 2622.81 2622.81 1850.01 3854.74 1548.07 4196.75292 292.00 2631.58 2631.58 1856.26 3867.63 1553.25 4210.79293 293.00 2640.35 2640.35 1862.51 3880.53 1558.42 4224.82294 294.00 2649.12 2649.12 1868.76 3893.42 1563.60 4238.86295 295.00 2657.89 2657.89 1875.01 3906.32 1568.77 4252.89296 296.00 2666.67 2666.67 1881.26 3919.21 1573.95 4266.93297 297.00 2675.44 2675.44 1887.51 3932.11 1579.12 4280.96298 298.00 2684.21 2684.21 1893.76 3945.00 1584.30 4295.00

299 299.00 2692.98 2692.98 1900.01 3957.89 1589.47 4309.04300 300.00 2701.75 2701.75 1906.26 3970.79 1594.65 4323.07301 301.00 2710.53 2710.53 1912.51 3983.68 1599.82 4337.11302 302.00 2719.30 2719.30 1918.76 3996.58 1605.00 4351.14303 303.00 2728.07 2728.07 1925.01 4009.47 1610.18 4365.18304 304.00 2736.84 2736.84 1931.26 4022.37 1615.35 4379.21305 305.00 2745.61 2745.61 1937.51 4035.26 1620.53 4393.25306 306.00 2754.39 2754.39 1943.76 4048.16 1625.70 4407.28307 307.00 2763.16 2763.16 1950.01 4061.05 1630.88 4421.32308 308.00 2771.93 2771.93 1956.26 4073.95 1636.05 4435.35309 309.00 2780.70 2780.70 1962.51 4086.84 1641.23 4449.39310 310.00 2789.47 2789.47 1968.76 4099.74 1646.40 4463.42311 311.00 2798.25 2798.25 1975.01 4112.63 1651.58 4477.46312 312.00 2807.02 2807.02 1981.26 4125.53 1656.75 4491.49313 313.00 2815.79 2815.79 1987.51 4138.42 1661.93 4505.53314 314.00 2824.56 2824.56 1993.76 4151.32 1667.11 4519.56315 315.00 2833.33 2833.33 2000.01 4164.21 1672.28 4533.60316 316.00 2842.11 2842.11 2006.26 4177.11 1677.46 4547.63317 317.00 2850.88 2850.88 2012.51 4190.00 1682.63 4561.67318 318.00 2859.65 2859.65 2018.76 4202.89 1687.81 4575.70319 319.00 2868.42 2868.42 2025.01 4215.79 1692.98 4589.74320 320.00 2877.19 2877.19 2031.26 4228.68 1698.16 4603.77321 321.00 2885.96 2885.96 2037.51 4241.58 1703.33 4617.81322 322.00 2894.74 2894.74 2043.76 4254.47 1708.51 4631.84323 323.00 2903.51 2903.51 2050.01 4267.37 1713.68 4645.88324 324.00 2912.28 2912.28 2056.26 4280.26 1718.86 4659.91325 325.00 2921.05 2921.05 2062.51 4293.16 1724.04 4673.95326 326.00 2929.82 2929.82 2068.76 4306.05 1729.21 4687.98327 327.00 2938.60 2938.60 2075.01 4318.95 1734.39 4702.02328 328.00 2947.37 2947.37 2081.26 4331.84 1739.56 4716.05329 329.00 2956.14 2956.14 2087.51 4344.74 1744.74 4730.09330 330.00 2964.91 2964.91 2093.76 4357.63 1749.91 4744.12331 331.00 2973.68 2973.68 2100.01 4370.53 1755.09 4758.16332 332.00 2982.46 2982.46 2106.26 4383.42 1760.26 4772.19333 333.00 2991.23 2991.23 2112.51 4396.32 1765.44 4786.23334 334.00 3000.00 3000.00 2118.76 4409.21 1770.61 4800.26335 335.00 3008.77 3008.77 2125.01 4422.11 1775.79 4814.30336 336.00 3017.54 3017.54 2131.26 4435.00 1780.96 4828.33337 337.00 3026.32 3026.32 2137.51 4447.89 1786.14 4842.37338 338.00 3035.09 3035.09 2143.76 4460.79 1791.32 4856.40339 339.00 3043.86 3043.86 2150.01 4473.68 1796.49 4870.44340 340.00 3052.63 3052.63 2156.26 4486.58 1801.67 4884.47341 341.00 3061.40 3061.40 2162.51 4499.47 1806.84 4898.51342 342.00 3070.18 3070.18 2168.76 4512.37 1812.02 4912.54343 343.00 3078.95 3078.95 2175.01 4525.26 1817.19 4926.58344 344.00 3087.72 3087.72 2181.26 4538.16 1822.37 4940.61345 345.00 3096.49 3096.49 2187.51 4551.05 1827.54 4954.65346 346.00 3105.26 3105.26 2193.76 4563.95 1832.72 4968.68347 347.00 3114.04 3114.04 2200.01 4576.84 1837.89 4982.72348 348.00 3122.81 3122.81 2206.26 4589.74 1843.07 4996.75349 349.00 3131.58 3131.58 2212.51 4602.63 1848.25 5010.79350 350.00 3140.35 3140.35 2218.76 4615.53 1853.42 5024.82351 351.00 3149.12 3149.12 2225.01 4628.42 1858.60 5038.86352 352.00 3157.89 3157.89 2231.26 4641.32 1863.77 5052.89353 353.00 3166.67 3166.67 2237.51 4654.21 1868.95 5066.93354 354.00 3175.44 3175.44 2243.76 4667.11 1874.12 5080.96355 355.00 3184.21 3184.21 2250.01 4680.00 1879.30 5095.00356 356.00 3192.98 3192.98 2256.26 4692.89 1884.47 5109.04357 357.00 3201.75 3201.75 2262.51 4705.79 1889.65 5123.07358 358.00 3210.53 3210.53 2268.76 4718.68 1894.82 5137.11359 359.00 3219.30 3219.30 2275.01 4731.58 1900.00 5151.14

360 360.00 3228.07 3228.07 2281.26 4744.47 1905.18 5165.18361 361.00 3236.84 3236.84 2287.51 4757.37 1910.35 5179.21362 362.00 3245.61 3245.61 2293.76 4770.26 1915.53 5193.25363 363.00 3254.39 3254.39 2300.01 4783.16 1920.70 5207.28364 364.00 3263.16 3263.16 2306.26 4796.05 1925.88 5221.32365 365.00 3271.93 3271.93 2312.51 4808.95 1931.05 5235.35366 366.00 3280.70 3280.70 2318.76 4821.84 1936.23 5249.39367 367.00 3289.47 3289.47 2325.01 4834.74 1941.40 5263.42368 368.00 3298.25 3298.25 2331.26 4847.63 1946.58 5277.46369 369.00 3307.02 3307.02 2337.51 4860.53 1951.75 5291.49370 370.00 3315.79 3315.79 2343.76 4873.42 1956.93 5305.53371 371.00 3324.56 3324.56 2350.01 4886.32 1962.11 5319.56372 372.00 3333.33 3333.33 2356.26 4899.21 1967.28 5333.60373 373.00 3342.11 3342.11 2362.51 4912.11 1972.46 5347.63374 374.00 3350.88 3350.88 2368.76 4925.00 1977.63 5361.67375 375.00 3359.65 3359.65 2375.01 4937.89 1982.81 5375.70376 376.00 3368.42 3368.42 2381.26 4950.79 1987.98 5389.74377 377.00 3377.19 3377.19 2387.51 4963.68 1993.16 5403.77378 378.00 3385.96 3385.96 2393.76 4976.58 1998.33 5417.81379 379.00 3394.74 3394.74 2400.01 4989.47 2003.51 5431.84380 380.00 3403.51 3403.51 2406.26 5002.37 2008.68 5445.88381 381.00 3412.28 3412.28 2412.51 5015.26 2013.86 5459.91382 382.00 3421.05 3421.05 2418.76 5028.16 2019.04 5473.95383 383.00 3429.82 3429.82 2425.01 5041.05 2024.21 5487.98384 384.00 3438.60 3438.60 2431.26 5053.95 2029.39 5502.02385 385.00 3447.37 3447.37 2437.51 5066.84 2034.56 5516.05386 386.00 3456.14 3456.14 2443.76 5079.74 2039.74 5530.09387 387.00 3464.91 3464.91 2450.01 5092.63 2044.91 5544.12388 388.00 3473.68 3473.68 2456.26 5105.53 2050.09 5558.16389 389.00 3482.46 3482.46 2462.51 5118.42 2055.26 5572.19390 390.00 3491.23 3491.23 2468.76 5131.32 2060.44 5586.23391 391.00 3500.00 3500.00 2475.01 5144.21 2065.61 5600.26392 392.00 3508.77 3508.77 2481.26 5157.11 2070.79 5614.30393 393.00 3517.54 3517.54 2487.51 5170.00 2075.96 5628.33394 394.00 3526.32 3526.32 2493.76 5182.89 2081.14 5642.37395 395.00 3535.09 3535.09 2500.01 5195.79 2086.32 5656.40396 396.00 3543.86 3543.86 2506.26 5208.68 2091.49 5670.44397 397.00 3552.63 3552.63 2512.51 5221.58 2096.67 5684.47398 398.00 3561.40 3561.40 2518.76 5234.47 2101.84 5698.51399 399.00 3570.18 3570.18 2525.01 5247.37 2107.02 5712.54400 400.00 3578.95 3578.95 2531.26 5260.26 2112.19 5726.58401 401.00 3587.72 3587.72 2537.51 5273.16 2117.37 5740.61402 402.00 3596.49 3596.49 2543.76 5286.05 2122.54 5754.65403 403.00 3605.26 3605.26 2550.01 5298.95 2127.72 5768.68404 404.00 3614.04 3614.04 2556.26 5311.84 2132.89 5782.72405 405.00 3622.81 3622.81 2562.51 5324.74 2138.07 5796.75406 406.00 3631.58 3631.58 2568.76 5337.63 2143.25 5810.79407 407.00 3640.35 3640.35 2575.01 5350.53 2148.42 5824.82408 408.00 3649.12 3649.12 2581.26 5363.42 2153.60 5838.86409 409.00 3657.89 3657.89 2587.51 5376.32 2158.77 5852.89410 410.00 3666.67 3666.67 2593.76 5389.21 2163.95 5866.93411 411.00 3675.44 3675.44 2600.01 5402.11 2169.12 5880.96412 412.00 3684.21 3684.21 2606.26 5415.00 2174.30 5895.00413 413.00 3692.98 3692.98 2612.51 5427.89 2179.47 5909.04414 414.00 3701.75 3701.75 2618.76 5440.79 2184.65 5923.07415 415.00 3710.53 3710.53 2625.01 5453.68 2189.82 5937.11416 416.00 3719.30 3719.30 2631.26 5466.58 2195.00 5951.14417 417.00 3728.07 3728.07 2637.51 5479.47 2200.18 5965.18418 418.00 3736.84 3736.84 2643.76 5492.37 2205.35 5979.21419 419.00 3745.61 3745.61 2650.01 5505.26 2210.53 5993.25420 420.00 3754.39 3754.39 2656.26 5518.16 2215.70 6007.28

421 421.00 3763.16 3763.16 2662.51 5531.05 2220.88 6021.32422 422.00 3771.93 3771.93 2668.76 5543.95 2226.05 6035.35423 423.00 3780.70 3780.70 2675.01 5556.84 2231.23 6049.39424 424.00 3789.47 3789.47 2681.26 5569.74 2236.40 6063.42425 425.00 3798.25 3798.25 2687.51 5582.63 2241.58 6077.46426 426.00 3807.02 3807.02 2693.76 5595.53 2246.75 6091.49427 427.00 3815.79 3815.79 2700.01 5608.42 2251.93 6105.53428 428.00 3824.56 3824.56 2706.26 5621.32 2257.11 6119.56429 429.00 3833.33 3833.33 2712.51 5634.21 2262.28 6133.60430 430.00 3842.11 3842.11 2718.76 5647.11 2267.46 6147.63431 431.00 3850.88 3850.88 2725.01 5660.00 2272.63 6161.67432 432.00 3859.65 3859.65 2731.26 5672.89 2277.81 6175.70433 433.00 3868.42 3868.42 2737.51 5685.79 2282.98 6189.74434 434.00 3877.19 3877.19 2743.76 5698.68 2288.16 6203.77435 435.00 3885.96 3885.96 2750.01 5711.58 2293.33 6217.81436 436.00 3894.74 3894.74 2756.26 5724.47 2298.51 6231.84437 437.00 3903.51 3903.51 2762.51 5737.37 2303.68 6245.88438 438.00 3912.28 3912.28 2768.76 5750.26 2308.86 6259.91439 439.00 3921.05 3921.05 2775.01 5763.16 2314.04 6273.95440 440.00 3929.82 3929.82 2781.26 5776.05 2319.21 6287.98441 441.00 3938.60 3938.60 2787.51 5788.95 2324.39 6302.02442 442.00 3947.37 3947.37 2793.76 5801.84 2329.56 6316.05443 443.00 3956.14 3956.14 2800.01 5814.74 2334.74 6330.09444 444.00 3964.91 3964.91 2806.26 5827.63 2339.91 6344.12445 445.00 3973.68 3973.68 2812.51 5840.53 2345.09 6358.16446 446.00 3982.46 3982.46 2818.76 5853.42 2350.26 6372.19447 447.00 3991.23 3991.23 2825.01 5866.32 2355.44 6386.23448 448.00 4000.00 4000.00 2831.26 5879.21 2360.61 6400.26449 449.00 4008.77 4008.77 2837.51 5892.11 2365.79 6414.30450 450.00 4017.54 4017.54 2843.76 5905.00 2370.96 6428.33451 451.00 4026.32 4026.32 2850.01 5917.89 2376.14 6442.37452 452.00 4035.09 4035.09 2856.26 5930.79 2381.32 6456.40453 453.00 4043.86 4043.86 2862.51 5943.68 2386.49 6470.44454 454.00 4052.63 4052.63 2868.76 5956.58 2391.67 6484.47455 455.00 4061.40 4061.40 2875.01 5969.47 2396.84 6498.51456 456.00 4070.18 4070.18 2881.26 5982.37 2402.02 6512.54457 457.00 4078.95 4078.95 2887.51 5995.26 2407.19 6526.58458 458.00 4087.72 4087.72 2893.76 6008.16 2412.37 6540.61459 459.00 4096.49 4096.49 2900.01 6021.05 2417.54 6554.65460 460.00 4105.26 4105.26 2906.26 6033.95 2422.72 6568.68461 461.00 4114.04 4114.04 2912.51 6046.84 2427.89 6582.72462 462.00 4122.81 4122.81 2918.76 6059.74 2433.07 6596.75463 463.00 4131.58 4131.58 2925.01 6072.63 2438.25 6610.79464 464.00 4140.35 4140.35 2931.26 6085.53 2443.42 6624.82465 465.00 4149.12 4149.12 2937.51 6098.42 2448.60 6638.86466 466.00 4157.89 4157.89 2943.76 6111.32 2453.77 6652.89467 467.00 4166.67 4166.67 2950.01 6124.21 2458.95 6666.93468 468.00 4175.44 4175.44 2956.26 6137.11 2464.12 6680.96469 469.00 4184.21 4184.21 2962.51 6150.00 2469.30 6695.00470 470.00 4192.98 4192.98 2968.76 6162.89 2474.47 6709.04471 471.00 4201.75 4201.75 2975.01 6175.79 2479.65 6723.07472 472.00 4210.53 4210.53 2981.26 6188.68 2484.82 6737.11473 473.00 4219.30 4219.30 2987.51 6201.58 2490.00 6751.14474 474.00 4228.07 4228.07 2993.76 6214.47 2495.18 6765.18475 475.00 4236.84 4236.84 3000.01 6227.37 2500.35 6779.21476 476.00 4245.61 4245.61 3006.26 6240.26 2505.53 6793.25477 477.00 4254.39 4254.39 3012.51 6253.16 2510.70 6807.28478 478.00 4263.16 4263.16 3018.76 6266.05 2515.88 6821.32479 479.00 4271.93 4271.93 3025.01 6278.95 2521.05 6835.35480 480.00 4280.70 4280.70 3031.26 6291.84 2526.23 6849.39481 481.00 4289.47 4289.47 3037.51 6304.74 2531.40 6863.42

482 482.00 4298.25 4298.25 3043.76 6317.63 2536.58 6877.46483 483.00 4307.02 4307.02 3050.01 6330.53 2541.75 6891.49484 484.00 4315.79 4315.79 3056.26 6343.42 2546.93 6905.53485 485.00 4324.56 4324.56 3062.51 6356.32 2552.11 6919.56486 486.00 4333.33 4333.33 3068.76 6369.21 2557.28 6933.60487 487.00 4342.11 4342.11 3075.01 6382.11 2562.46 6947.63488 488.00 4350.88 4350.88 3081.26 6395.00 2567.63 6961.67489 489.00 4359.65 4359.65 3087.51 6407.89 2572.81 6975.70490 490.00 4368.42 4368.42 3093.76 6420.79 2577.98 6989.74491 491.00 4377.19 4377.19 3100.01 6433.68 2583.16 7003.77492 492.00 4385.96 4385.96 3106.26 6446.58 2588.33 7017.81493 493.00 4394.74 4394.74 3112.51 6459.47 2593.51 7031.84494 494.00 4403.51 4403.51 3118.76 6472.37 2598.68 7045.88495 495.00 4412.28 4412.28 3125.01 6485.26 2603.86 7059.91496 496.00 4421.05 4421.05 3131.26 6498.16 2609.04 7073.95497 497.00 4429.82 4429.82 3137.51 6511.05 2614.21 7087.98498 498.00 4438.60 4438.60 3143.76 6523.95 2619.39 7102.02499 499.00 4447.37 4447.37 3150.01 6536.84 2624.56 7116.05500 500.00 4456.14 4456.14 3156.26 6549.74 2629.74 7130.09501 501.00 4464.91 4464.91 3162.51 6562.63 2634.91 7144.12502 502.00 4473.68 4473.68 3168.76 6575.53 2640.09 7158.16503 503.00 4482.46 4482.46 3175.01 6588.42 2645.26 7172.19504 504.00 4491.23 4491.23 3181.26 6601.32 2650.44 7186.23505 505.00 4500.00 4500.00 3187.51 6614.21 2655.61 7200.26506 506.00 4508.77 4508.77 3193.76 6627.11 2660.79 7214.30507 507.00 4517.54 4517.54 3200.01 6640.00 2665.96 7228.33508 508.00 4526.32 4526.32 3206.26 6652.89 2671.14 7242.37509 509.00 4535.09 4535.09 3212.51 6665.79 2676.32 7256.40510 510.00 4543.86 4543.86 3218.76 6678.68 2681.49 7270.44511 511.00 4552.63 4552.63 3225.01 6691.58 2686.67 7284.47512 512.00 4561.40 4561.40 3231.26 6704.47 2691.84 7298.51513 513.00 4570.18 4570.18 3237.51 6717.37 2697.02 7312.54514 514.00 4578.95 4578.95 3243.76 6730.26 2702.19 7326.58515 515.00 4587.72 4587.72 3250.01 6743.16 2707.37 7340.61

HIRE CHARGES OF MACHINERYTotal Per

a) 456.20 280.70 140.40 877.30 Hour

b) 422.80 280.70 140.40 843.90 Hour

c) 411.00 280.70 140.40 832.10 Hour

d) 424.50 239.10 117.00 780.60 Hour

e) 422.80 280.70 140.40 843.90 Hour

RATES FOR CONVEYANCE BY MACHINERY1 Mincipal area allowance 0.00%2 Industrial area allowance 0.00%3 Agency area allowance 0.00%4 Allowable allowance 0.00%5 Add Overhead Charges & Contractor's Profit 14.00%A) For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum):

1 Lead up to 1 Km:Out put = 5.00 Cum Rate Per Amount

0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 68.430.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 42.110.15 140.40 Hour Rs. 21.060.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00

Rate for 5.00 Cum Rs. 131.60Rate for 1.00 Cum Rs. 26.32

0.14 26.32 Rs. 3.68

Total rate for 1.00 Cum Rs. 30.00




0.14 36.85 Hour Rs. 5.16





0.14 49.13 Hour Rs. 6.88



Hire Charges

Fuel Charges

Crew Charges

Hire charges of Tipper 5.00 Cum capacity

Hire charges of Tipper 10 Tonnes capacity

Hire charges of Water Tanker 8000 Ltrs capacity

Hire charges of Truck 10 Tonnes capacity

Hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum

Hrs. crew charges of Tipper 5.00 Cum @ Rs.

add overheads and contractors profit at 14% on Rs.







0.14 59.66 Hour Rs. 8.35





0.14 70.18 Hour Rs. 9.83


6 Lead for every Km from 5 to 30 Km:Out put = 5.00 Cum Rate Per Amount



0.14 10.53 Hour Rs. 1.47


7 Lead for every Km beyond 30 Km:Out put = 5.00 Cum Rate Per Amount



0.14 8.77 Rs. 1.23


B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum):




0.14 26.32 Rs. 3.68















0.14 36.85 Hour Rs. 5.16





0.14 49.13 Hour Rs. 6.88





0.14 59.66 Hour Rs. 8.35





0.14 70.18 Hour Rs. 9.83





0.14 10.53 Hour Rs. 1.47






Hrs. crew charges of Tipper 5.00 Cum @









0.14 8.77 Rs. 1.23


C) For Cement/Steel/RCC poles/A.C & G.I sheets/Packed materials (per Tonne):

1 Lead up to 1 Km:Out put = 8.00 MT Rate Per Amount


Rate for 8.00 MT Rs. 131.60Rate for 1.00 MT Rs. 16.45

0.14 16.45 Rs. 2.30

Total rate for 1.00 MT Rs. 18.75




0.14 23.03 Hour Rs. 3.22





0.14 30.71 Hour Rs. 4.30














0.14 37.29 Hour Rs. 5.22





0.14 43.87 Hour Rs. 6.14


6 Lead for every Km from 5 to 30 Km:Out put = 8.00 MT Rate Per Amount



0.14 6.58 Hour Rs. 0.92


7 Lead for every Km beyond 30 Km:Out put = 8.00 MT Rate Per Amount



0.14 5.48 Rs. 0.77


D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum):




0.14 38.71 Rs. 5.42















0.14 54.19 Hour Rs. 7.59





0.14 72.25 Hour Rs. 10.12





0.14 87.73 Hour Rs. 12.28





0.14 103.21 Hour Rs. 14.45





0.14 15.48 Hour Rs. 2.17



0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 22.810.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 14.040.05 140.40 Hour Rs. 7.02











0.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00Rate for 3.40 Cum Rs. 43.87Rate for 1.00 Cum Rs. 12.9

0.14 12.90 Rs. 1.81


E) For Water (per 1000 Ltrs):1 Lead up to 1 Km:

Out put = 8000 Ltrs Rate Per Amount0.15 411.00 Hour Rs. 61.65

0.15 280.70 Hour Rs. 42.11

0.15 140.40 Hour Rs. 21.06

0.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00Rate for 8000 Ltrs Rs. 124.82Rate for 1000 Ltrs Rs. 15.60

0.14 15.60 Rs. 2.18

Total rate for 1000 Ltrs Rs. 17.80

2 Lead up to 2 Km:Out put = 8000 Ltrs Rate Per Amount

0.21 411.00 Hour Rs. 86.31

0.21 280.70 Hour Rs. 58.95

0.21 140.40 Hour Rs. 29.48


0.14 21.84 Rs. 3.06



0.28 411.00 Hour Rs. 115.08

0.28 280.70 Hour Rs. 78.60

0.28 140.40 Hour Rs. 39.31


0.14 29.12 Rs. 4.08



0.34 411.00 Hour Rs. 139.74


Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.











0.34 280.70 Hour Rs. 95.44

0.34 140.40 Hour Rs. 47.74


0.14 35.37 Rs. 4.95



0.40 411.00 Hour Rs. 164.40

0.40 280.70 Hour Rs. 112.28

0.40 140.40 Hour Rs. 56.16


0.14 41.61 Rs. 5.83


6 Lead for every Km from 5 to 30 Km:Out put = 8000 Ltrs Rate Per Amount

0.06 411.00 Hour Rs. 24.66

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42


0.14 6.24 Rs. 0.87


7 Lead for every Km beyond 30 Km:Out put = 8000 Ltrs Rate Per Amount

0.05 411.00 Hour Rs. 20.55

0.05 280.70 Hour Rs. 14.04

0.05 140.40 Hour Rs. 7.02


0.14 5.20 Rs. 0.73


F) For Bricks (per 1000 Nos):1 Lead up to 1 Km:
















Out put = 3000 Nos Rate Per Amount0.15 424.50 Hour Rs. 63.68

0.15 239.10 Hour Rs. 35.87

0.15 117.00 Hour Rs. 17.55

0.00 add area allowance at 0% on Rs. 17.55 Rs. 0.00Rate for 3000 Nos Rs. 117.10Rate for 1000 Nos Rs. 39.03

0.14 39.03 Rs. 5.46

Total rate for 1000 Nos Rs. 48.10

2 Lead up to 2 Km:Out put = 3000 Nos Rate Per Amount

0.21 424.50 Hour Rs. 89.15

0.21 239.10 Hour Rs. 50.21

0.21 117.00 Hour Rs. 24.57


0.14 54.64 Rs. 7.65



0.28 424.50 Hour Rs. 118.86

0.28 239.10 Hour Rs. 66.95

0.28 117.00 Hour Rs. 32.76


0.14 72.86 Rs. 10.20



0.34 424.50 Hour Rs. 144.33

0.34 239.10 Hour Rs. 81.29

0.34 117.00 Hour Rs. 39.78


0.14 88.47 Rs. 12.39


Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.















0.40 424.50 Hour Rs. 169.80

0.40 239.10 Hour Rs. 95.64

0.40 117.00 Hour Rs. 46.80


0.14 104.08 Rs. 14.57


6 Lead for every Km beyond 5 Kms up to 30 Kms:Out put = 3000 Nos Rate Per Amount

0.06 424.50 Hour Rs. 25.47

0.06 239.10 Hour Rs. 14.35

0.06 117.00 Hour Rs. 7.02


0.14 15.61 Rs. 2.19


7 Lead for every Km beyond 30 Kms:Out put = 3000 Nos Rate Per Amount

0.05 424.50 Hour Rs. 21.23

0.05 239.10 Hour Rs. 11.96

0.05 117.00 Hour Rs. 5.85


0.14 13.01 Rs. 1.82


A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):

(i) Loading charges:Out put = 5.50 Cum Rate Per Amount

a) Labour:0.01 day Head mazdoor 320.00 day Rs. 3.200.25 day Mazdoor 280.00 day Rs. 70.00

Rs. 73.200.00 add area allowance at 0% on Rs. 73.20 Rs. 0.00

Total labour charges Rs. 73.20Rate for 5.50 Cum Rs. 73.20













LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE CHARGES OF TRUCKS)

Rate for 1.00 Cum Rs. 13.310.14 13.31 Rs. 1.86


(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount



Total labour charges Rs. 36.60Rate for 5.50 Cum Rs. 36.60Rate for 1.00 Cum Rs. 6.65

0.14 6.65 Rs. 0.93


B)





0.14 26.62 Rs. 3.73






0.14 13.31 Rs. 1.86


C) For Cement (per Tonne):

(i) Loading charges:Out put = 10.00 MT Rate Per Amount



Total labour charges Rs. 439.20Rate for 10.00 MT Rs. 439.20



For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for masonry work (per Cum):



Rate for 1.00 MT Rs. 43.920.14 43.92 Rs. 6.15


(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount



Total labour charges Rs. 439.20Rate for 10.00 MT Rs. 439.20Rate for 1.00 MT Rs. 43.92

0.14 43.92 Rs. 6.15


D) For Structural steel, Steel bars (per Tonne):





0.14 52.64 Rs. 7.37






0.14 52.64 Rs. 7.37


E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount



Total labour charges Rs. 73.20Rate for 2000 Nos Rs. 73.20Rate for 1000 Nos Rs. 36.60





0.14 36.60 Rs. 5.12


(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount



Total labour charges Rs. 73.20Rate for 2000 Nos Rs. 73.20Rate for 1000 Nos Rs. 36.60

0.14 36.60 Rs. 5.12






Total labour charges Rs. 73.20b) Machinery:

0.50 424.50 Hour Rs. 212.25

0.50 239.10 Hour Rs. 119.55

0.50 117.00 Hour Rs. 58.50

0.00 add area allowance at 0% on Rs. 58.50 Rs. 0.00Total machinery charges Rs. 390.30Total labour and machinery charges Rs. 463.50Rate for 5.50 Cum Rs. 463.50Rate for 1.00 Cum Rs. 84.27

0.14 84.27 Rs. 11.80






0.166 424.50 Hour Rs. 70.47

0.166 239.10 Hour Rs. 39.69



LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)







0.166 117.00 Hour Rs. 19.42


0.14 30.21 Rs. 4.23


B)





0.50 424.50 Hour Rs. 212.25

0.50 239.10 Hour Rs. 119.55

0.50 117.00 Hour Rs. 58.50


0.14 97.58 Rs. 13.66






0.25 424.50 Hour Rs. 106.13

0.25 239.10 Hour Rs. 59.78

0.25 117.00 Hour Rs. 29.25


0.14 48.79 Rs. 6.83



For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):










C) For Cement (per Tonne):





1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00

0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1219.80Rate for 10.00 MT Rs. 1219.80Rate for 1.00 MT Rs. 121.98

0.14 121.98 Rs. 17.08






1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00


0.14 130.70 Rs. 18.30


D) For Structural steel, Steel bars (per Tonne):













1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00


0.14 130.70 Rs. 18.30






1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00


0.14 130.70 Rs. 18.30


E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount




0.33 424.50 Hour Rs. 140.09

0.33 239.10 Hour Rs. 78.90

0.33 117.00 Hour Rs. 38.61

0.00 add area allowance at 0% on Rs. 38.61 Rs. 0.00












Total machinery charges Rs. 257.60Total labour and machinery charges Rs. 330.80Rate for 2000 Nos Rs. 330.80Rate for 1000 Nos Rs. 165.40

0.14 165.40 Rs. 23.16


(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount




1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00

0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1219.80Rate for 2000 Nos Rs. 1219.80Rate for 1000 Nos Rs. 609.9

0.14 609.90 Rs. 85.39




a) Machinery:0.11 422.80 Hour Rs. 46.51

0.11 280.70 Hour Rs. 30.88

0.11 140.40 Hour Rs. 15.44

0.06 422.80 Hour Rs. 25.37

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42

0.00 add area allowance at 0% on Rs. 23.86 Rs. 0.00Total machinery charges Rs. 143.46Rate for 5.50 Cum Rs. 143.46Rate for 1.00 Cum Rs. 26.08

0.14 26.08 Rs. 3.65







LOADING & UNLOADING CHARGES BY MECHANICAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)

Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.

Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.

Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.

Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.




0.08 280.70 Hour Rs. 22.46

0.08 140.40 Hour Rs. 11.23


0.14 12.27 Rs. 1.72


B)



0.17 280.70 Hour Rs. 47.72

0.17 140.40 Hour Rs. 23.87

0.12 422.80 Hour Rs. 50.74

0.12 280.70 Hour Rs. 33.68

0.12 140.40 Hour Rs. 16.85


0.14 44.50 Rs. 6.23






For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):




Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.


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