financial bid main gate, internal & external road bgb · prepared granular sub-base (gsb) with...

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Signature of the tenderer 1 under seal of the firm RITES LTD OPEN TENDER NOTICE NO: 04/OT/RCF-BGB/Road-Gate/2012 Dated 13.04.2012 TENDER DOCUMENT FOR Construction of Internal & External Road, Main gate with RPF Booth, Cycle stand, Truck Parking bay and Drainage system in connection with Bogie & AC Container manufacturing factory at Budge Budge, W.B Part – 2 (FINANCIAL BID) (PERCENTAGE RATE TENDER) APRIL-2012 Issued to (Name of Tenderer):________________________________________ Address of tenderer:_________________________________________________ Signature of officer issuing the documents___________________ Designation _______________________________ Date of Issue___________________ RITES LTD (A Govt. of India Enterprise) Regional Project Office, KOLKATA 56, C. R. Avenue, 2 nd floor, Kolkata – 700 012 e.mail : [email protected] Phone No: (033) 2236 7118/7146/7162/7143(Fax)

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Page 1: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 1 under seal of the firm

RITES LTD

OPEN TENDER NOTICE NO: 04/OT/RCF-BGB/Road-Gate/2012

Dated 13.04.2012

TENDER DOCUMENT FOR

Construction of Internal & External Road, Main gate with RPF Booth,

Cycle stand, Truck Parking bay and Drainage system in connection with

Bogie & AC Container manufacturing factory at Budge Budge, W.B

Part – 2 (FINANCIAL BID)

(PERCENTAGE RATE TENDER)

APRIL-2012

Issued to (Name of Tenderer):________________________________________

Address of tenderer:_________________________________________________

Signature of officer issuing the documents___________________

Designation _______________________________

Date of Issue___________________

RITES LTD

(A Govt. of India Enterprise)

Regional Project Office, KOLKATA

56, C. R. Avenue, 2nd

floor, Kolkata – 700 012

e.mail : [email protected]

Phone No: (033) 2236 7118/7146/7162/7143(Fax)

Page 2: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 2 under seal of the firm

PART – 2

FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES

Page 3: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 3 under seal of the firm

RITES LTD.

OPEN TENDER NOTICE NO: 04/OT/RCF-BGB/Road-Gate/2012 Dated 13.04.2012

Name of work: Construction of Internal & External Road, Main gate with RPF Booth,

Cycle stand, Truck Parking bay and Drainage system in connection with Bogie & AC

Container manufacturing factory at Budge Budge, W.B

Completion Time: 6 (Six) months from the 15th

day after the date of issue of Letter of

Acceptance or from the first day of handing over of the site, whichever is later, in accordance

with the phasing, if any, indicated in the Tender Documents

RATE INDEX

(Percentage Rate Tender)

TENDERER SHOULD QUOTE THEIR RATES HERE UNDER ONLY

1. CIVIL ENGINEERING WORKS:

Sl. No Schedule No. Estimated Cost

(In Rs.)

Quoted rates by bidders (Percentage above or below)

1

Schedule A

(General Works &

Road Works)

1, 97,52,309.08

Rate quoted are ______________________________% (in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN A

2

Schedule B (Brick works)

4,22,792.80

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN B

Page 4: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 4 under seal of the firm

3

Schedule C

(Concrete & Shuttering works)

31,26,287.25

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN C

4

Schedule D (Plumbing &

Sanitary works)

6,51,548.78

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN D

5

Schedule E

(Supply,

installation &

commissioning of Motorized M.S.

Telescopic Sliding

Gate)

13,86,548.76

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN E

6

Schedule F (Supply

of Reinforcement

Steel)

27,05,040.00

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

Page 5: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 5 under seal of the firm

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN F

7

Schedule G (Supply

of Cement)

59,22,327.50

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN G

8

Schedule H (Electrical work)

11,80,586.50

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN H

9

Schedule I (Any

other unforeseen

item)

5,00,000.00

Rate quoted are ______________________________%

(in

Figures)________________________________________

_______________________________________________

(IN WORDS) ABOVE /BELOW/AT PAR * ON

SCHEDULE IN I

Total

3,56,47,441.00

* Strike out which is not applicable

Page 6: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 6 under seal of the firm

i) SIGNATURE OF AUTHORISED

SIGNATORY OF TENDERER

ii) NAME OF SIGNATORY

iii) NAME AND SEAL OF TENDERER

iv) DATE

v) PLACE

Note:

i) TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THE PREVIOUS PAGE ONLY

AND NOT IN SCHEDULES. BASIC RATES HAS BEEN SHOWN IN SCHEDULES FOR

GUIDENCE.

ii) THE SUCCESSFUL BIDDER WHO WILL BE AWARDED THE WORK WILL HAVE TO

SUBMIT TAX INVOICE BEFORE RECEIVING PAYMENT FROM RITES’.

Page 7: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 7 under seal of the firm

SCHEDULE OF QUANTITY

Sl. No.

Description of Item Unit Qty. Rate (Rs.)

Amount (Rs.)

Schedule - A (General Works & Road Works)

1 Earth work in excavation in road section/building

foundation/drain etc. as per approved drawings and dumping spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap; the lift to be measured from natural ground level and paid for in layers of 1.5m each including incidental work, as per specifications all kinds of soils

Cum 3900 88.16 343824.00

2 Extra over item 1 above for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly.

Cum 3900 9.20 35880.00

3 Extra for lead of earth work above initial lead of 50m in all kind of soils and rocks: For every 50m or part thereorf - lead over 50m and upto 150m

Cum 1350 23.00 31050.00

4 Extra for lead of earth work above initial lead of 50m in all kind of soils and rocks: For every 50m or part thereorf - lead over 150m and upto 500m

Cum 1400 63.70 89180.00

5 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quary spoils etc. and re-rolling the subgrade

Sqm. 6500 1.62 10530.00

6 Granular Sub-Base with Close Graded Material (Grade- III,Table :-400-1 of MORTH) By Mix Place Method Construction of granular sub-base by providing close graded stone material, spreading in uniform layers manually on prepared surface, mixing shall be done mechanically by the mix-in-place method and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (stone material size: 9.5mm to 4.75mm @35% , 4.75mm to 2.36mm @ 12.5%, 2.36mm below @ 52.5%). The material passing 425 micron sieve shall have liquid limit and plasticity index not more than 25% and 6% respectively according to IS: 2720 (part 5).

Cum. 1300 1495.00 1943500.00

Page 8: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 8 under seal of the firm

7 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base over a prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of MORTH's specification, cement content not to be less than 150kg/cum., optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a mixer machine with weigh batcher arrangement, laid as per suitable means and compacting with 8-10 Ton power driven Roller, finishing and curing. The rate inclusive cost of Cement, all materials, machineries, labour, incidental charges if any, complete in all respect.

Cum. 550 3337.00 1835350.00

8 Providing and laying polythene sheet (separation membrane) 200 Micron thick on the base course with overlaps of not less than 25mm longitudinal and 75mm transversely complete including the cost of materials, handling/rehandling, T&P, abourers etc. etc. as per specification, drawing and direction of Engineer-in-charge

Sqm 5000 13.40 67000.00

9 Providing and laying pavement quality cement concrete (PQC) using concreting batching plant or Weigh batcher of approved type having a concrete grade of M-30, coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per specified design criteria in the rigid pavement and approved by the Engineer-in-charge laid in panels as per drawings/design or and as directed by the Engineer-in-charge, mechanically vibrated, using needle and surface vibrators including steel form work with sturdy M.S. channel sections including cost of materials (excluding cement, cement will be paid extra at 3.4 qtl/cum or as per design mix), handling, re-handling, T& P, Batching, Transporting, pouring, finishing in true line, level, cambering, brooming, curing,

Cum. 1100 2564.3 2820730.00

cutting mechanically dummy joints 6mm wide and 1/4th depth of the thickness of the slab, but not less than 100 mm deep and making/cutting joints 10 mm wide x 25 mm deep providing & filling polysulphide sealant compound and primer conforming to BS: 5212/IS:12118 Part I & II in construction joint 10mm wide x 25mm deep over 12 mm dia polythine rod and dummy joints complete. Cutting joints shall be made with joint cutting machine. 8 mm dia polythene rod including painting at contact surface of the joints with polysulphite primer of approved brand and pairing sides of slab of construction joints with shalijet or expand jet primer or equivalent conforming to IS:6509, rounding of edges and making necessry arrangements for expansion joints etc.

Page 9: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 9 under seal of the firm

10 Providing and laying Poly sulphide of approved brand in expansion joint including painting contact surface of the joints of poly sulphite primer of approved brand, over 30 mm dia polythene rod in expansion joints including the cost of materials, T&P and Labourers etc. etc. complete as per specifications, drawing and as per directions of Engineer-in-Charge (for payment only poly sulphide quantity to be considered for measurement) Polysulphide and primer to conform to BS: 5212 / IS: 12118 Part - I & II- Expansion joints 25 mm wide x 10 mm deep over 30 mm dia polythene rod.

Cu. Cm 45000 1.34 60300.00

11 Supplying and laying interlocking pre-cast CC block pavers of approved design factory manufactured of specified grade cement concrete on passenger platform, foot paths, circulating area etc. including setting in position over 25mm thick bedding layer of fine sand, filling the joints with fine sand, leveling including compaction as IS: 15658 g pre-cast CC block pavers of approved design factory manufactured of specified grade cement concrete on passenger platform, foot paths, circulating area etc. including setting in position over 25mm thick bedding layer of fine sand, filling the joints with fine sand, leveling including compaction as IS: 15658 80 mm thick blocks of M-35 Grade for medium traffic.

Sqm 950 843.29 801125.50

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete upto 800mm dia :

500mm dia. R.C.C. pipe. M 240 932.37 223768.80

300mm dia R.C.C pipe M 40 483.44 19337.60

250mm dia R.C.C pipe M 80 382.87 30629.60

12

150mm dia. R.C.C. pipe. M 95 260.88 24783.60

13 Supplying, fitting & fixing in position reinforced cement polymer concrete (RCPC) manhole cover and frame to match with IS:12592 with cement concrete 1:2:4 for embedding the manhole cover frame:25 MT load bearing capacity manhole cover provided with 2 nos. lifter lock fitted with matching frame (size of cover: 630mm dia x 100mm thick and size of frame:790mm dia x 185mm thick)

Each 45 1714.61 77157.45

14 Supply and driving of 125mm dia 6 metre long eucalyptus ballah piling. The rate includes the cost of driving charges, cost of ballah, transportation, loading, unloading, labours, etc.

Rm 8400 214.28 1799952

15 Supply of 125mm dia 6 metre long eucalyptus ballah for runner. The rate includes the cost of ballah, transportation, loading, unloading, labours, etc.

Rm 350 162.92 57022

Page 10: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 10 under seal of the firm

16 Coal tarring two coats including cost of materials Sqm 3500 8.60 30100.00

17 Supply and fixing of drum sheet (straightend & flattend) with driven EC ballah. The rate includes the cost of labour, nails etc.

Sqm 1102 410.71 452602.42

18 Providing and fixing bolts including nuts and washers complete

Kg 150 100.77 15115.50

19 Fixing of horizontal runner by using eucalyptus ballah of 125mm dia and the cost includes of labour, drilling of holes, tightening of nuts & bolts, etc. (Cost of bolts, nuts & washers will be paid separately)

Rm 678 60.95 41324.10

20 Supplying empty cement bags in good condition (polythene bags)

Each 3000 6.53 19590.00

21 Labour for filling polythene bags with all kinds of sand/earth including sewing (typing with knovs after filling will not be allowed ) and stacking in position within 150 m with all lifts excluding the cost of sand/earth.

Each 3000 3.26 9780.00

22 Fine Sand (Zone IV) (ordinary sand) Cum. 300 325.45 97635.00

23 Bailing or pumping out water from foundation trenches This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion that this has not been necessitated due to any fault on the part of the contractor (Payment if permitted, will be made on the quantity of water calculated on the basis of initial and final water calculated on the basis of initial and final water level measured before starting and completion of each day's work which necessitates bailing pumping of water from the trench. The final level of water to be measured, will depend on the level at which the days work will be taken up. The rate includes any seepage water that may percolate in the trench during pumping)

%Cum 5000 1705.03 85251.50

24 Preparetion of subgrade by excavating earth up to 22.5 c.m. depth, dressing to camber and consolidating with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and disposal of surplus earth with lead up to 50m

Sqm 1712 40.65 69592.80

Cutting road and making good the same including supply of extra quantities of materials, i.e. aggregate, moorum screening, red bajri, bitumen,compation, protection during work etc. and labour complete.

i) Bituminous portion Cum 90 1345.35 121081.50

25

ii) Water bound macadam Cum 20 664.94 13298.80

Page 11: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 11 under seal of the firm

Providing & laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete

i) Sub base with stone aggregate 90mm to 45mm including stone screening 13.2mm size

Cum 160 1696.23 271396.80

26

ii) Base course with 63mm to 45mm size including stone screening 13.2mm size

Cum 110 1580.73 173880.30

Providing & laying bitumen penetration macadam with hard stone aggregate, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity

27

For 75mm compacted thickness in two layers using 9 cum coarse aggregate of size 63mm-41mm graded, 1.8cum key aggregate of size 20mm graded, and 680kg paving asphalt 80/100 per 100sqm

Sqm 1500 452.94 679410.00

Providing & applying tack coat using bitumen emulsion (rapid setting) complying with IS:8887,1995 spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specification

28

On bituminous surface @ 0.25kg/sqm Sqm 3000 16.66 49980.00

Providing & laying 2.5cm premix carpet surfacing with 2.25 cum and 1.12cum of stone chippings of 13.2mm size and 11.2mm size respectively and 180kg of hot bitumen per 100 sqm over a track coat including consolidation with road roller of 6 to 8 tonne capacity etc. complete (tack coat to be paid separetly)

29

With paving asphalt 80/100 heated and then mixed with solvent at the rate of 70 gram per kg of asphalt

Sqm 3000 155.56 466680.00

30 Providing & laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade 80/100 bitumen and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete. Note - This should not be operated along with hot mix carpeting.

Sqm 1500 67.17 100755.00

Page 12: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 12 under seal of the firm

31 Providing and laying water bound macadam sub-base with brick aggregate and binding material, earth/moorum etc. including screening, sorting and spreading to template and consolidation with light power road roller etc. complete Over burnt (Jhama) brick aggregate 120mm to 40mm

Cum 150 913.62 137043.00

32 Demolishing plain cement concrete including disposal of material within 50m lead : 1:2:4 or richer mix with max. 20mm coarse aggregate

Cum. 12 448.29 5379.48

33 Demolishing RCC work including cutting & stacking of steel bars & disposal of unserviceable material beyond Railway land boundary as directed by the Engineer-in-charge including all lift, lead, transportation etc.

Cum 17 654.01 11118.17

34 Demolishing brick work including stacking of serviceable material & disposal of unserviceable material beyond Railway land boundary as directed by the Engineer-in-charge including all lift, lead, transportation etc.

Cum 55 378.50 20817.50

35 Dismantling GI/PVC pipes (external work) including excavation & refilling trenches after taking out the pipes, including stacking of pipes beyond Railway land boundary as directed by the Engineer-in-charge including all lift, lead, transportation etc.

Metre 100 29.46 2946.00

36 Dismantling and stacking within 50m lead, fencing posts or struts/rails including all earth work and dismantling of concrete etc. in base "T" or "L" iron or pipe, rail or RSJs

Each 12 50.86 610.32

37 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50m lead Kg 40 6.77 270.80

38 Filling, watering and ramming earth in 15cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift.

Cum 300 20.40 6120.00

39 Flat Brick flooring with bricks of class designation 7.5 including cement slurry etc. complete in cement mortar 1:4 (1 cement : 4 coarse sand) (with FPS Bricks) Cement will be paid extra @ 0.105 qtl. Per Sqm of flooring

Sqm 550 192.07 105638.50

40 Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS:1838 including cost of primer, sealing compound in expansion joints. (1200cm x 10.7m) /100

Per cm depth/ 100m length

12 491.66 5899.92

Page 13: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 13 under seal of the firm

41 Treatment of expansion joints by cleaning the joint and surfaces abutting the expansion joint, applying two coats of primer on the cleaned surfaces at the opening of the joint, filling the joint (to a depth equaling half the width) with the paste of a two-component polysulphide based sealant with base-curing agent weight ratio of 12.33:1 and a sp.gr. of cure in natural air for at least a day, providing the edges of the treatment with two coats of a paste of octadecanoic acid based cementitious waterproofing compound and acrylic-styrene based copolymer waterproofing material in the weight ration of 1:3

Metre 50 950.54 47527.00

42 Water proofing of roofs and exposed concrete surfaces using polymeric waterproofing compound by cleaning and drying the surface; applying two coats (DFT of 200-300 micron) of translucent brown coloured phenolic resin based single component high performance polymeric waterproofing compound @ 0.6 litre per sqm, with demonstrable properties of resistance to water and acid; spraying a layer of dry coarse sand on the second coat when still wet; removing excess sand on the following day; permitting to coatings to cure and dry naturally for 3-7 days; providing a 12mm thick cement-sand (1:4) cover plaster; curing the plaster; the treatment shall be impermeable under a waterhead of 20m (removal of existing damaged waterproofing system, PCC, Lime Terracing etc., if any to be paid extra under separate item).

Sqm 200 275.34 55068.00

43 Making drain mouth on roof waterproof by cleaning the surface of the structure at the location of drain mouth; lowering the drain mouth to the level of the concrete roof; chipping thorough cleaning; mixing throughly an octadecanoic acid based cementitious waterproofing compound in the weight ratio of 50 cement (OPC or slag) and 3 waterproofing compound; placing the drain mouth in its final position, followed by filling of the annular space around the drain pipe with a paste of waterproofing compound-cement; sealing the edges of the drain mouth with acrylic-styrene based copolymer waterproofing compound

Each 20 465.88 9317.60

44 15mm cement plaster finished with a floating coat of neat cement of mix - 1:4 (1 cement : 4 fine sand) Cement will be paid extra @ 0.065 qtl. Per Sqm of plastering h a floating coat of neat cement of mix - 1:4 (1 cement : 4 fine sand) Cement will be paid extra @ 0.065 qtl. Per Sqm of plastering

Sqm 1000 71.56 71560.00

45 20mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1 cement : 4 fine sand) Cement will be paid extra @ 0.085 qtl. Per Sqm of plastering cement : 4 fine sand) Cement will be paid extra @ 0.085 qtl. Per Sqm of plastering

Sqm 600 83.37 50022.00

46 Cement plaster to ceiling of mix - 12mm thick 1:4 (1 cement : 4 fine sand) Cement will be paid extra @ 0.055 qtl. Per Sqm of plastering 1:4 (1 cement : 4 fine sand)

Sqm 150 62.44 9366.00

Page 14: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 14 under seal of the firm

Cement will be paid extra @ 0.055 qtl. Per Sqm of plastering

47 Providing and applying plaster of Paris putty of 2mm average thickness over plastered surface to prepare the surface even and smooth complete

Sqm 1200 76.54 91848.00

48 Finishing walls with Acrylic smooth interior paint of required shade on new work (two or more coats applied @1.67 litre/10sqm over and including base coat of water proofing cement paint applied @2.20 kg/10aqm

Sqm 1200 86.47 103764.00

49 Extra for appiying water proofing cement paint as primer applied @ 2.2kg/ 10sqm instead of primer for exterior finishing Sqm 5000 2.86 14300.00

50 Finishing walls with Acrylic smooth Exterior paint of required shade on new work (two or more coats applied @1.67 litre/10sqm over and including base coat of water proofing cement paint applied @2.20 kg/10aqm

Sqm 5000 91.31 456550.00

51 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coats applied @ 0.90 litre/10sqm over an under coat of primer applied @ 0.80 litre/10sqm of approved brand or manufacture.

Sqm 130 72.63 9441.90

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary: (a) On timber or plastered surface: With other than hi-gloss of approved quality-

Two coats (white in shade) Sqm. 550 63.80 35090.00

52

Two coats (with any shade except white ) Sqm. 550 63.03 34666.50

53 Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and skirting over 20mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) including pointing in white cement mixed with pigment of matching shade complete of Group B-I-a of IS:15622 (Vitrified tiles) of size above 400mm x 400mm upto 600mm x 600mm (For entire floor area except bathroom area) Cement will be paid extra @ 0.124 qtl. Per Sqm of flooring

Sqm 200 1102.32 220464.00

54 Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 400mm x 400mm and above (For bathroom floor) Cement will be paid extra @ 0.124 qtl. Per Sqm of flooring (For bathroom area)

Sqm 30 598.88 17966.40

Page 15: Financial Bid Main gate, Internal & External Road BGB · prepared granular sub-base (GSB) with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

Signature of the tenderer 15 under seal of the firm

55 Providing and fixing 1st quality ceramic tiles conforming to Group B-III (Ceramic wall tiles) of IS: 15622 of manufacturers approved by railway in all colours, shades, and design as approved by the Engineer-in-charge in skirting, risers of steps and dado over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mixed with pigment of matching shade complete200 x 300 mm (For bathroom wall)

Sqm 50 673.17 33658.50

56 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1white cement : 2 stone dust ) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone- exposed facefine cut and table rubbed with rough backing 40mm thick

Sqm 100 2362.50 236250.00

57 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.

Kg 10 524.10 5241.00

58 Providing and fixing stone dowels 10 x 5 x 2.50 cm cut to double wedge shape as per design in cement mortar 1:2 including making the necessary chases.

Each 50 30.60 1530.00

59 Providing and fixing copper pins 7.5 cm long 6mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2, including making the necessary chases. Each 80 27.40 2192.00

60 Providing & fixing 1st quality ceramic glazed wall tiles/designer tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12mm thick bed of cement morter 1:3 (1 cement :3 coarse sand) and jointing with grey cement slurry @3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete.

Sqm 60 724.25 43455.00

61 Providing wood work in frames of doors , windows in position Hollock wood or locally available comparable species of country wood (to be listed by respective Railway) - Kiln seasoned & chemically treated

cudm 600 53.02 31812.00

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Signature of the tenderer 16 under seal of the firm

62 Providing and fixing flush door shutters to IS: 2202 Part-I non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3-ply veneering with vertical grains of cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked stainless steel butt hinges with necessary screws

Sqm 30 1352.28 40568.40

63 French spirit polishing Two or more coats on new work including a coat of wood filler Sqm 80 121.10 9688.00

64 Providing and fixing anodised aluminium work for doors, windows, ventilators and partitions with extruded built-up standard tubular and other sections of approved make conforming to (S:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/panelling, C.P brass/stainless steel screws, all complete as per architectural drawings and directions of Engineer-in-charge. (Glazing & panelling to be paid for separately) and fixing anodised aluminium work for doors, windows, ventilators and partitions with extruded built-up standard tubular and other sections of approved make conforming to (S:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/panelling, C.P brass/stainless steel screws, all complete as per architectural drawings and directions of Engineer-in-charge. (Glazing & panelling to be paid for separately) For fixed portion

Kg 400 494.56 197824.00

65 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) With float/frosted glass panes of 4mm thikness (weight not less than 10.0 kg/sqm)

Sqm 52 907.36 47182.72

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Signature of the tenderer 17 under seal of the firm

66 Supplying, providing and fixing white colour sliding uPVC Door complete, consisting of uPVC frame of size 95mmx60mm and uPVC shutter of size 66mmx42mm with 1.2mm thick GI section reinforcement wherever required, produced by ISO 9001:2000 and ISO 14001:2004 certified company. Door shutter will consist either of 5mm thick float glass or galvanised wire gauge or solid PVC panel alongwith complete fittings, e.g. pulley/rollers, transmission gear and handle for operating door.

Sqm 14 7031.94 98447.16

67 Providing and fixing M.S. fan clamp of 16mm dia MS bar bent to shape with hooked ends in RCC slabs during laying including painting the exposed portion of loop, all as per standard design complete

Each 20 108.40 2168.00

68 Fabricating, supplying & Installing stainless steel railings/frame made of SS 304 Grade stainless steel, laser cut / water jet cut (no shearing), polished with Automatic round/flat polishing machine to get a uniform hairline finish. All parts shall be connected to each other with the help of prescribed size CNC made solid connectors, countersunk screws. Welding should be finished ensuring that no welding marks are visible and assembly is mounted on floor with the help of dash fasteners, Railings shall be fabricated as per approved drawings by Engineer-in-charge. manufacturer shall submit maintenance manual and basic material test report for grade certification.

Kg 700 689.78 482846.00

69 Supplying, providing and fixing Stainless Steel (304) pipe of 3 inch OD, 10 swg thickness and erection at site as per approved drawing over Main gate including cost of material, coupler, welding, grinding, smoothening, lead, lift etc. complete in all respect. The cost inclusive of materials, labour, all taxes etc.

Metre 30 2515.56 75466.80

70 Supplying, providing and fixing Stainless Steel hollow box LETTERING of name board of factory as per approved drawing, languages and sizes (upto 600mm height) over main gate or any other location as required including cost of material, lead, lift etc. complete in all respect. The cost inclusive of materials, labour, all taxes etc.

R. inch.

3600 75.00 270000.00

71 Providing and fixing MS round or square bars / flats or grills in frames in window Sqm 38 63.83 2425.54

72 Providing and fixing copper oxidised brass 100mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality)

Each 10 906.79 9067.90

73 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete (best make of approved quality)Single rubber stopper

Each 20 37.93 758.60

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Signature of the tenderer 18 under seal of the firm

74 Providing and fixing IS:3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete Hardwyn make (Eddy) or equivalent

Each 10 1481.86 14818.60

Providing and fixing Nickel chromium plated brass tower bolts (barrel type) with necessary screws etc. complete: 200mm x 10mm

Each 10 189.29 1892.90

75

250mm x 10mm Each 10 238.22 2382.20

76 Steel work in built-up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete Hot finished welded type tubes

Kg 30000 102.72 3081600.00

77 Providing and fixing 0.55mm TCT Standing Seam/clip-lock Profile for roofing comprising Zincalume / Galvalume base steel of metal thickness 0.5mm and coated with Zinc-Aluminium coating of AZ-150 (150gsm) as per AS:1397-1993 (total of both sides) and permanently colour coated with 20 microns Super Polyester/SMP Colour Coating over a 5 micron primer and back coat of 5 micron over a 5 micron primer. Standing Seam sheets to be profiled to desired length & width of 400mm to 770mm, having profile depth of 31mm to 61mm with a unique concealed clip made from GI, one portion of the clip (lower) fastened to purlin and upper part gets attached to roofing sheet. Thereby providing an absolutely puncture-less roof with concealed clip crimped / locked together by a mechanical sewing machine

Sqm 630 861.40 542682.00

78 MS angle posts/struts of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia. Etc. complete Kg 200 66.85 13370.00

79 Providing and fixing concertina coil fencing with required dia 600mm having 50 nos. round per 6m length upto 3m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3m apart and with 9 horizontal R.B.T. stud tied with G.I staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (RBT)/spring core (2.5mm thick) wire of high tensile strength of 165kg/sq.mm. with tape (0.52mm thick) and weight 43.478 gm/m (cost of MS angle, CC blocks shall be paid separately)

Metre 60 226.54 13592.40

Cost of Schedule - A 19752309.08

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Signature of the tenderer 19 under seal of the firm

Schedule - B (Brick works)

1 Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) dation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) Cement will be paid extra @ 0.625 qtl. Per Cum of brickwork

Cum 170 2206.10 375037.00

2 Half brick masonry with bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) h in : Cement mortar 1:4 (1 cement : 4 coarse sand) Cement will be paid extra @ 0.106 qtl.

Sqm 180 265.31 47755.80

Cost of Schedule - B 422792.80

Schedule - C (Concrete & Shuttering works)

1 Providing and laying in position Cement Concrete of specified proportion excluding cost of cement (Cement will be paid @ 2.2 Qtl/Cum), centering and shuttering- All works up to plinth level: aid @ 2.2 Qtl/Cum), centering and shuttering- All works up to plinth level: 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

Cum 155 2002.39 310370.45

2 Providing and laying in position M-20 Grade concrete for reinforced cement concrete structural elements, but excluding cost of cement, (Cement will be paid @ 3.44 qtl/Cum of concreting or as per mix design) centering, shuttering, reinforcement but including admixtures in recommended proportion (as per IS:9103) to accelerate, ratard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto plinth level (For RCC Drain & flooring work)

Cum 270 2732.49 737772.3

Providing and laying in position M25 grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement, cement and Admixtures in recommended proportion (as per IS:9103) to accelarate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer in charge

3

i) All works upto Plinth level Cement will be paid extra @ 3.44 qtl. Per Cum of concreting or as per mix design Cum 75 2732.49 204936.75

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Signature of the tenderer 20 under seal of the firm

ii) All works in buildings above plinth level upto floor two level Cement will be paid extra @ 3.44 qtl. Per Cum of concreting or as per mix design

Cum 80 3004.22 240337.60

4 PRE-CAST R.C.C. (Cast at site) Providing, hoisting And fixing in position upto floor two level M-20 Grade precast RCC work including setting in cement morter 1:3 (1cement :3coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement :3 fine sand ) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS: 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement (Cement will be paid @ 4.04 qtl/cum) and steel reinforcement, as per approved plan & direction of Engineer incharge. In slab of drain covers, manhole covers, flue tops etc.

Cum 45 3223.38 145052.10

5 Supplying & laying factory made Vertical Kerb Stone of cement concrete, M-20 (1:1½:3) mechanically vibrated size-500mm x 350mm x 150mm tapered at top, making joints with Cement mortar (1:4) including cost of cement, all materials, labour but excluding the cost of under bed as per approved drawing. (For road-devider/footpath)

Each 1700 200.70 341190.00

6 Supplying & mixing high range poly carboxylate ether base water reducing admixture Plast Super-C700 conforming to IS:9103-1999 (to be added @1% by weight of cement) for CC & RCC work for controlling water cement ratio and for gaining early strength

Kg 1500 77.03 115545.00

7 Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns

Sqm 355 146.28 51929.40

Centering and shuttering including strutting, propping etc. and removal of form for l of form for

Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform Sqm 500 234.36 117180.00

Lintels, beams, plinth beams, bed blocks, girders, cantilevers etc. Sqm 250 208.55 52137.50

Columns, pillars, pargola etc. Sqm 180 297.00 53460.00

8

Centering and shuttering (made of 12mm thick ply or steel plate) including strutting propping etc. and removal of form for walls any thickness including attached plasters, buttresses, plinth and string courses etc.

Sqm 3000 239.00 717000.00

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Signature of the tenderer 21 under seal of the firm

9 Extra for additional height in centering, shuttering whichever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5m for every additional height of 1 metre or part thereof in suspended floors, roofs, landing, beams and balconies (plan area to be measured)

Sqm 120 92.10 11052.00

10 Supplying & applying shuttering oil for mould releasing,having (flash point 54 degree C and specific gravity 0.88±0.02) for concrete formwork to be applied either brush or with spray machine to the entire satisfaction Engineer incharge.

Sqm 4405 6.43 28324.15

Cost of Schedule - C 3126287.25

Schedule - D (Plumbing & Sanitary works)

1 Providing and fixing on wall face unplasticised Rigid PVC single socketed rain water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion 110mm dia.

Metre 60 232.69 13961.40

Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion Coupler, 110mm

Each 20 204.64 4092.80

2

Single tee with door, 110mm x 110mm x 110mm Each 20 393.77 7875.40

3 Providing and fixing on wall face unplasticised PVC moulded bend and shoe for unplasticised-Rigid PVC rain water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion shoe (Plain), Shoe (Plain) 110mm dia. shoe

Each 20 283.77 5675.40

4 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete 110mm

Each 25 127.22 3180.50

5

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litres low level white vitreous china flushing cistern and C.P flush bend with fittings & C.I./M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito-proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors, wherever required : W.C. pan with ISI marked

Each 2 4263.34 8526.68

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Signature of the tenderer 22 under seal of the firm

white solid plastic seat and lid.

6 Providing and fixing water closet squatting pan (Indian type w.c. pan) with 100mm sand cast iron 'P' or 'S' trap, 10 litres low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required White Vitreous China Orissa pattern W.C. pan of size 580mm x 440mm x with intergral type foot rests

Each 3 3128.93 9386.79

7 Providing and fixing white, vitreous china flat back half stall urinal of 580mm x 380mm x 350mm with white P.V.C. automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS:2556, C.I. trap with outlet grating and other coupling in C.P. brass including painting of fittings and cutting and making good the walls and floors, wherever required : Range of two half stall urinals with 5 litres P.V.C. automatic flushing cistern.

Each 3 7359.21 22077.63

8 Supplying and fixing marble stone 20mm to 25mm thick in masonry or concrete as a purdha to urinal range etc. Stone to be machine cut and well polished on all faces and the edges to be moulded by semi circular rounding & polishing. Marble shall be any one of the following: Makrana Chalk Doongri

Sqm 5 1802.13 9010.65

9 Providing and fixing wash basin with C.I./M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls, wherever required : White, vitreous china wash basin size 630mm x 450mm with a pair of 15mm C.P. brass pillar taps.

Each 6 1993.27 11959.62

10 Providing and fixing white, vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Each 6 1110.13 6660.78

11 Providing and fixing PTMT Bottle Trap for Wash basin and sink : Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 250mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 270gm.

Each 6 476.99 2861.94

12 Providing and fixing PVC connector 15mm size with non-corrosive PTMT couplings in both ends 15mm dia. 450mm long. Each 25 77.12 1928.00

13 Providing and fixing 600mm x 450mm bevelled edge mirror, 5.5mm thick of float glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Each 4 850.23 3400.92

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Signature of the tenderer 23 under seal of the firm

14 Providing and fixing 600mmx120mmx5mm glass shelf with edges round or supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40mm long screws, rawl plugs etc. complete

Each 4 480.17 1920.68

15 Providing and fixing Towel rail (C.P.) brass 15mm dia x 600mm long having approx. weight 500gm Each 7 350.48 2453.36

16 Providing and fixing Soap dish (C.P. Brass) having approx. weight 220 gm Each 6 157.28 943.68

17 Providing and fixing Liquid soap container (C.P. Brass) having approx weight 240 gm. Each 6 189.08 1134.48

18 Providing and fixing C.P. brass grating with openable lid : Grating 100mm nominal dia and 12mm high domed shape having weight not less than 25 gm

Each 10 123.82 1238.20

19 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : flexible pipe 32mm dia.

Each 6 78.20 469.20

20 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors : 100mm inlet and 100mm outiet sand cast iron S&S as per IS:1729

Each 10 851.02 8510.20

21 Providing and fixing Toilet paper holder (C.P. Brass) having approx. weight 250 gm Each 7 240.18 1681.26

22 Providing and fixing Coat hook 'J' type two way (C.P. Brass) Each 6 101.14 606.84

23 Supplying and fixing half round white glazed earthen ware drains 100mm dia. With cement sand mortar 1:3 mix and joints grouted with neat cement slurry of the matching colour :

Metre 6 186.20 1117.20

24 Providing and fixing soil, waste and vent pipes 100mm dia. Centrifugally cast (spun) iron S & S pipe as per IS:3989

Metre 20 701.93 14038.60

25 Providing and fixing soil, waste and vent pipes 75mm dia. Centrifugally cast (spun) iron S & S pipe as per IS:3989

Metre 10 599.50 5995.00

26 Providing and fixing M.S. holder-bat clamps of approved design to sand cast iron/cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. for 100mm dia. Pipe

Each 30 105.82 3174.60

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Signature of the tenderer 24 under seal of the firm

27 Providing and fixing M.S. holder-bat clamps of approved design to sand cast iron/cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. for 75mm dia. Pipe

Each 30 101.39 3041.70

28 Painting two or more coats on, sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approved quality) to give an even shade for new work Upto 75mm diameter pipe

Metre 16 19.71 315.36

29 Providing and fixing 8cm dia. PVC plain bend of the required degree including jointing and cost of spun yarn and sand etc. complete.

Each 4 181.46 725.84

30 Providing and fixing 110mm PVC offset including jointing and cost of squn yarn and sand etc. complete : with 15cm projection Each 5 216.31 1081.55

31 Supplying, fixing and fittings cowls to vent pipes : Wire cowls for pipes of size 100/150 mm dia. Each 2 139.96 279.92

32 Providing, laying and jointing glazed stoneware pipes grade 'A' as per IS:651 including bends etc. with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1 fine sand) including testing of joints etc. complete : 150mm diameter

Metre 30 308.87 9266.10

33 Providing and fixing square-mouth S.W. gully trap grade 'A' complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70kg as per standard design : 150x100mm size 'P' type with F.P.S. bricks class designation 7.5

Each 10 1266.81 12668.10

Providing and fixing medium grade G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work-Exposed on wall

15mm dia. nominal bore Metre 45 149.45 6725.25

20mm dia. nominal bore Metre 18 200.07 3601.26

25mm dia. nominal bore Metre 45 252.80 11376.00

34

50mm dia. Nominal bore Metre 125 467.18 58397.50

Providing and fixing medium grade G.I. pipes complete with G.I. pipes complete with GI fittings including trenching and refilling etc. :External work

35

15mm dia. nominal bore Metre 15 138.82 2082.30

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Signature of the tenderer 25 under seal of the firm

20mm dia. nominal bore Metre 25 185.13 4628.25

25mm dia. nominal bore Metre 25 236.37 5909.25

50mm dia. nominal bore Metre 20 416.70 8334.00

80mm dia. Nominal bore Metre 30 631.16 18934.80

Providing & laying S&S centrifugally Cast (Spun) Iron pipes (Class LA) conforming to IS: 1536 : upto 300mm dia.

100mm dia pipe. Metre 75 1257.63 94322.25

36

150mm dia. Pipe Metre 75 1914.80 143610.00

Making connection of medium grade G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete tee, including cutting and threading the pipe etc. complete 50mm to 80mm nominal bore.

Each 5 609.47 3047.35

37

25mm to 40mm nominal bore. Each 20 247.60 4952.00

38 Providing and fixing PP-R Brass Ball Valve fusion welded, having thermal stability for hot & cold water supply and testing of joints complete as per direction of engineer in charge 20mm Ball Valve.

Each 3 761.73 2285.19

39 Providing and fixing PP-R Gate Valve fusion welded, having thermal stability for hot & cold water supply and testing of joints complete as per direction of engineer in charge 25mm Gate Valve

Each 2 575.20 1150.40

40 Providing and fixing gun metal non-return valve of 40mm nominal bore approved quality (screwed end) :vertical Each 1 1683.36 1683.36

41 Providing and fixing C.P. brass bib cock, 15mm nominal bore of approved quality conforming to IS:8931 Each 6 469.88 2819.28

42 Providing and fixing C.P brass long nose bib cock, 15mm nominal bore, of approved quality conforming to IS standards and weighing not less than 810gm

Each 6 464.19 2785.14

43 Providing and fixing C.P brass stop cock, 15mm nominal bore, (concealed) of standard design and of approved quality conforming to IS:8931

Each 5 404.48 2022.40

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Signature of the tenderer 26 under seal of the firm

44 Hoisting, fitting and fixing in position plastic moulded water storage tank including making connection of intake, delivery, outlet and overflow pipes etc. with all lead and lift upto all stories. (cost of tanks/fittings to be paid separately) torage tank including making connection of intake, delivery, outlet and overflow pipes etc. with all lead and lift upto all stories. (cost of tanks/fittings to be paid separately) 2000 litres capacity tank

Each 1 1506.76 1506.76

45 Polyethylene Vinyl Chloride water storage tank with cover and suitable locking arrangement Litre 2000 8.63 17260.00

46 Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560mm dia. RCC manhole cover (heavy type) of approved make supplied, fitted and fixed in the 100mm thick R.C.C. (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4:1) with neat cement finish to the internal surfaces and 15mm thick cement plaster (4:1) to outside wall upto 200mm below GL floor finished with 25mm thick grey artificial stone over 100mm thick RCC (1:1.5:3) bottom slab including supplying, fitting and fixing all necessary specials, fittings, S.W.tees, C.I foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary ramming, dressing the bed and refilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes,

Each 1 56537.08 56537.08

joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @0.5% by weight of cement with all costs of labour and materials For 30 users With Pakur variety

47 Making soak pit 2.5m diameter, 3m deep with 45x45cm dry brick honey comb shaft with bricks of class designation 7.5 and S.W. drain pipes 100mm diameter, 1.8m long complete as per standard design, including excavation complete : with F.P.S. bricks

Each 1 12619.61 12619.61

48 Supplying, fitting & fixing in position reinforced cement polymer concrete (RCPC) manhole cover and frame to match with IS:12592 with cement concrete 1:2:4 for embedding the manhole cover frame: 3 MT load bearing capacity manhole cover provided with 2 nos. lifter lock fitted with matching frame ( size of cover: 440mm dia x 50mm thick and size of frame:750mm dia x 150mm thick)

Each 3 1232.99 3698.97

Cost of Schedule - D 651548.78

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Signature of the tenderer 27 under seal of the firm

Schedule - E (Supply, installation & commissioning of Motorised M.S. Telescopic Sliding Gate)

Supplying, Installation & Commissioning of Motorised M.S. Telescopic Sliding gate with 2 moveable leaves made from 50mm x 50mm x 2.5mm M.S. Hollow section, 75mm x 50mm x 3mm M.S. Hollow section and 2mm M.S. Sheet on both sides encased in 75mm x 75mm x 3mm M.S.hollow section frame with 65mm x 65mm x 6mm M.S. angle as per approved drawing & specifications, with all necessary fixtures and accessories in best workmanship with one coat of grey epoxy primer and two coat of epoxy paint comprising the following fittings & fixtures like; Italian made Galvanised Wheels (120mm) with ball bearings and axle with lubrication point, Galvanised adjustable upper guide brackets with guide posts - 100 x 50 x 3mm (1 No) with nylon rollers, End of the run galvanised limit stop, M.S. Post 100 x 50 x 3mm with Safety strike

1

Rail with C-channel & 20mm bottom bar, Telescopic arrangement, Ditect electromechanical actuator for Sliding gate, CROSS 18VE comprising of the rugged and powerful drive unit, integral electronic control unit & in built contact-less magnetic limit-switch with imported galvanized rack (duly hardened and tempered) and key selector. Capacity: 1800 Kg, Pair of Photocells with anodised aluminium vertical mountings and Flashing Light, Remote Control, Additional Key Selector, Pair of vertical mounting with two synchronised pre-wired photocells and Rubber safety bar with infrared signal transmission system inclusive cost of Packaging charges, Excise duty, Freight, CST, Octroi if applicable, Installation cost, Service Tax, loading, unloading, Incidental charges etc. complete in all respect for a Gate of following sizes:- Overall Width of Motorised Main Gate is 9070mm and Height is 2000mm & Overall width of Manual Wicket Gate is 1500mm and height is 2000mm

No 1 1386548.76 1386548.76

Cost of Schedule - E 1386548.76

Schedule - F (Supply of Reinforcement Steel)

1 Supplying reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete on and binding all complete Thermo-Mechanically Treated bars

Kg 39000 69.36 2705040.00

Cost of Schedule - F 2705040.00

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Signature of the tenderer 28 under seal of the firm

Schedule - G (Supply of Cement)

1 Ordinary Portland Cement Grade-43 / Portland Slag Cement MT 811 7302.50 5922327.50

Cost of Schedule - G 5922327.50

Schedule - H (Electrical work)

Sl. No.

Description of Item Qty. Unit Rate (Rs.) Amount

(Rs.)

Subhead-1(Wiring)

1 Supply & wiring in PVC conduit for light/ fan/ exhaust fan point at non residential building

110 Point 664.00 73040.00

2 Supply & wiring in PVC conduit for light/power plug at non residential building 250 Metre 162.00 40500.00

3 Supplying and fixing of different modular switch/ socket as follows

(a) 5/6 amps switch

7 Each 75.00 525.00

(b) 15/16 amp switch

14 Each 109.00 1526.00

(c)3 pin 5/6 amp socket outlet

7 Each 96.00 672.00

(d) 6 pin 15/16 amp socket outlet 14 Each 147.00 2058.00

(e) Telephone socket outlet

6 Each 89.00 534.00

4 Supplying and fixing of GI box along with different modular base & cover plate in recess as follows

(a) 3 Module (100mmX75mm)

21 Each 154.00 3234.00

(b) 1 or 2 Module (75mmX75mm)

6 Each 142.00 852.00

5 Supplying and fixing of modular blanking plate

5 Each 22.00 110.00

6

Supply & wiring by 2 X 1.5 sq. mm cable + 1 X 1.5 sq. mm earth wire in PVC conduit for circuit / sub main 350 Metre 107.00 37450.00

7 Supplying and fixing of 20 mm dia medium class PVC conduit for telephone line 150 Metre 56.50 8475.00

8 Supplying and drawing of 1 pair, 0.5 sq mm FR PVC insulated copper cable for telephone line 250 Metre 11.00 2750.00

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Signature of the tenderer 29 under seal of the firm

9 Supplying and fixing electronic fan regulator

18 Each 322.00 5796.00

Subhead-2 (Main board & Cables)

10 Supply and fixing of 2 + 12 way, SP&N MCB distribution Board

5 Each 3108.00 15540.00

11 Supply and fixing of 4 way, TP&N MCB distribution Board

1 Each 6345.00 6345.00

12 Supply and fixing of 5 to 32 amps rated single pole MCB

56 Each 141.00 7896.00

13 a)Supply and fixing of 4 pole 63 amps rated, MCB

1 Each 1450.00 1450.00

b)Supply and fixing 2pole 32 amps rated MCB

6 Each 379.00 2274.00

14 Supply and fixing of single pole blanking plate in the existing MCB DB 15 Each 5.50 82.50

15 Supply of PVC/ XLPE insulated, armoured aluminium cable of following description

(a) 2 core, 6 sq.mm.

150 Metre 65.00 9750.00

(b) 3.5 core, 35 sq.mm.

50 Metre 160.00 8000.00

16

Laying of one number PVC/ XLPE insulated and sheathed power cable of size up to 35 sq. mm 40 Metre 167.00 6680.00

17

Laying & fixing of one number PVC/ XLPE insulated and sheathed power cable of size up to 35 sq. mm on wall / surface with shaddle

160 Metre 19.50 3120.00

Subhead-3(Earthing)

18

Supply & earthing with G.I. earth pipe4.5 metre long,40 mm dia etc. 2 Set 3385.00 6770.00

19 Supply and laying earth connection from earth electrode

6 Metre 131.00 786.00

20

Supply and fixing 6 SWG G.I. wire on surface or in recess 100 Metre 19.50 1950.00

21 Supply and fixing 2 Nos 14 SWG Copper wire on surface or in recess for loop earthing 100 Metre 40.00 4000.00

22

Supply and arrangement of indoor end termination with brass compression gland and aluminium lug for following cables

(a) 2core , 6 sq. mm

20 Each 110.00 2200.00

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Signature of the tenderer 30 under seal of the firm

(b) 3½ core, 35 sq. mm

2 Each 223.00 446.00

Subhead-4(Fittings and fixture)

23 Supply and fixing of the following fittings and fixtures

(a) Indoor 1x28W T5, FTL Fittings with T5 lamp

27 Set 760.00 20520.00

(b) Indoor 2x28W T5, FTL Fittings with T5 lamp

28 Set 860.00 24080.00

c) Wall / ceiling light suitable for 2 X18 W CFL

8 Set 2250.00 18000.00

(d) Low bay wall mounted fitting with 70W,MHL/ CDMT lamp

12 Set 5000.00 60000.00

(e) 1x18W Bollard light

5 Set 11000.00 55000.00

(f) Spot light 1 X 70W HIT-CE lamp

1 Set 9000.00 9000.00

(g) Flood light 1 X 70W MHL lamp

1 Set 4300.00 4300.00

(h) LED name board in tri language

1 Set 675875.00 675875.00

(i) 900mm AC ceiling fan

2 Set 1200.00 2400.00

(j) 1200mm AC ceiling fan

16 Set 1300.00 20800.00

(k) 300mm AC exhaust fan

2 Set 1400.00 2800.00

(l) LED bush light for plantation

6 Set 5500.00 33000.00

TOTAL 1180586.50

Schedule - I (Any other unforseen item)

1 Any other unforseen item which is not covered under the above schedule of works will be executed from Unified Standard Schedule of Rates/Eastern Railway-2011 ( Basic Cost:- Rs. 5,00,000/-)

LS At Par 500000.00 500000.00

Cost of Schedule – I

500000.00

Total Cost of Schedule- A + B + C + D + E + F + G + H + I

35647440.67

Say Total cost

35647441.00