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Specification Report Accompanying the Abstract Project Report

NAME OF THE WORK : CONSTRUCTION OF WATER TREATMENT PLANT, RAW

WATER PUMPING MAINS , PUMPSETS, CLEAR WATER SUMP & STAFF QUARTERS

TO CPWS SCHEME FOR PEDDAPALLY AND RAMAGUNDAM CONSTITUENCIES OF

KARIMNAGAR DISTRICT.

Est.Cost:Rs. 108.00 Crs

Administrative sanction:The work “Consruction of Water treatment plant, Raw water

pumping mains, Pumpsets, Clear water sump & Staff Quarters to CPWS Scheme for

Peddapally & Ramagundam Constituencies of Karimnagar District ” is administratively

sanctioned Vide GO.Rt No: 218 , Dt: 02-04-2015 by Principal Secretary of PR&RD,

Govt. Of Telanagana.

Scope of work:- As it has been envisaged to provide potable water to doorstep (upto Kitchen level ) , by the Government of Telangana, from the reliable and dependable source , to cover Peddapally & Ramagundam Assembly Constituencies in Karimnagar District with Protected Water Supply Scheme by drawing raw water from back water of Ellampally Project as a part of the Telangana Water Grid. Present Scope of work: It is proposed to Water treatment plant, Raw water pumping mains, Pumpsets, Clear water sump & Staff Quarters in view to complete the work to safe during the summer and before rainy season. Necessity of Present Proposal

Presently the area under the proposal of Water Grid, is partly having water supply with ground water at various Habitations in 7 mandals and the water is being supplied at a level varying from 20LPCD to 40LPCD in rural areas and in Ramagundam Muncipal Corporation the drinking water is being supllied from infiltration wells in Godavari which is not dependable as the Yellampally barraige has been constructed on the upstream side, due to which the yield has been decreased in infiltration wells. There is no dependability even for this level of supply, as the water is generally released depending upon the cropping demand and various other factors. Now it is proposed to plan for 100LPCD level of water supply, through closed conduit system, hence the other losses of Evaporation,seepage and other seepage losses can be avoided. The present drinking water project is designed to supply safe drinking water for a total population of 564722 ( 2011) in 7 Mandals and 2 Municipal Corporations of Karimnagar District which includes 228 habitations (Peddapally 49 Habs, Odela 33 Habs, Srirampur 40 Habs,

Ramagudam 19 Habs (Total Habs in Ramgundam Mandal are 41 Habs & in WB grant 6 Habs covered & 4 Habs to be covered in Manthani Grid & 12 Habs are proposed in NRDWP 8.00 Crores NRDWP Estimate & balance 12 Habs are being proposed in this Grid), Eligaid 19 Habs, Julapally 18 Habs & Sulthanabad 48 Habs). Flow Chart of MVS:- MVS Scheme is designed to cover all 7 Mandals, and 1 Municipal Corporation & 1 Nagarpanchayath of Karimnagar District , as the existing DW water is not sufficient to serve the total required level of water supply of 100LPCD. Proposal plan :: Raw water pumping main from back water of Yellampally project drawing water from Existing Intake well Near Murmur village of Moulana Abdul Kalam Srujala Sravanthi water supply sheme to GHMWS of Ramagundam mandal and supplied to Head works proposed GHMWS premises and clear water will be pumped to Sump at Peddagunta which will serve Peddapally Urban branch will be pumped Ramagundam urban Population and 1 TMC of will be pumped directly to FCI Foctory using serate pumpsets. ency rural and urban habitations in Karimnagar dist. The following are the salient source features of the proposal GRID :

Water requirement per annum

Ultimate demand : 1.87 TMC

Source of supply :

INTAKE WELL

Back water of Yellampally Project at MURMUR Village of Ramagundam Mandal Existing Intake well Near Murmur village of Moulana Abdul Kalam Srujala Sravanthi water supply sheme to GHMWS

Location

:

Full resrvoir level : 148.000 m Dead storage level : 138.300 M Present water drawal level

132.855 M

Dead storage capacity : 0.69 TMC Full Capacity : 20.18 TMC

INTAKEWELL CUM PUMP HOUSE: Existing Intake well Near Murmur village of Moulana Abdul Kalam Srujala Sravanthi water supply scheme to GHMWS PUMPING MACHIENERY: Providing 1090 HP each VT (1 + 1=2) from Intake well to RSF with 41.70 m head and 1,10080 LPM & Providing 780 HP each VT (1 + 1=2) from Clear Water sump to GLBR at Peddapally with 34833 lpm & 139.55 mts head and providing 310 Hp each HSC (2+1) from clear water sump to sump at Sharadanagar 47334 Lpm and 40.55 mts head Clear water sump 12500KL clear water sump has been provided to supply to Peddapally & Ramagundam Constituencies. PUMPING MAIN: C/o Pumping Main from Intake well to RSF 1100 mm dia MS with 10mm thick pipes for a length of 1100 mts & C/o Pumping Main from Clear water sump to GLBR at peddapally with 800 mm dia MS with 10mm thick pipes for a length of 18000 mts while the total length is 33460 mts. WTP: 115 MLD RSF is proposed at GHMWS Head Works at Murmur for prospective demand of 82167 LPM . STAFF QUARTERS: 10 nos of staff quarters has been provided for maintenance of water treatment plant

The Estimate is prepared with 2014-15 SSR with the provision of Intake well cum pump house, Raw water pumping main , Rapid Sand Filters and LS provisions for Unforeseen items is submitted for according Technical Sanction. Asst.Engineer Dy.Executive Engineer RWS&S Peddapally RWS&S SD Peddapally Executive Engineer Superintending Engineer RWS&S Division Manthani RWS&S Circle Karimnagar

Sl.

No

Description of item Qty Rate Per Amount in lakhs

1Construction of 115 MLD Rapid sand filter including

mechanical, Electrical fittings.115 MLD

As per Sub

Estimate3770.00

PUMPING Main

2C/o Pumping Main from Intake well to RSF 1100 mm dia

MS with 10mm thick pipes for a length of 1100 mts1100.00 rm

As per Sub

Estimate325.00

3

C/o Pumping Main from Clear water sump to Rajulagutta

Teo Jn with 800 mm dia MS with 10mm thick pipes for a

length of 18130 mts

15000.00 rmAs per Sub

Estimate3300.00

4

Providing 1090 HP each VT (1 + 1=2) from Intake well to

RSF with 41.70 m head and 1,10080 LPM at Murumur Head

works i.e from intake well to RSF

2180.00 HPAs per Sub

Estimate240.00

5

Providing 780 HP each Centrifugal HSC (2 + 1) from Clear

Water sump to Sump at Peddapally with 34833 lpm &

139.55 mts head

2340.00 HPAs per Sub

Estimate257.00

Providing 310 HP each Centrifugal HSC (2 + 1) from Clear

Water sump to Sump at Sump at Sharadanagar(

Ramagundam Urban) 47334 lpm & 40.55 mts head

930.00 HPAs per Sub

Estimate102.00

6Construction of Clear water sump at Murmoor with a

capacity of 12500 KL12500.00 KL

As per Sub

Estimate800.00

7 C/o Pump house at Murmur Head Works 1 no Each As per Sub

Estimate170.00

8 C/o of Staff quarters 10 Nos 10 nos per 9.00 Each 90.00

9 C/O compound wall around the RSFAs per Sub

Estimate 53.00

10 Land aquaction LS 50.00

11 Add Provision for TOT/VAT @ 5% 452.70

12 Add Provision for Labour cess @1% 91.07

13 Add Provision for QC @1% 91.07

14 Provision for tranformer yard 5450.00 HP 9000.00 490.50

15Provision for Price variation, Unforeseen Items and CED on

Pipes517.66

10800

108

Crores

Assistant Engineer Dy Executive Engineer

RWS&S Peddapally RWS&S sub divn Peddapally

Executive Engineer Superintending Engineer

RWS&S divn Manthini RWS&S Karimnagar

GRID -I

GENERAL ABSTRACT

CPWS Scheme : Providing Drinking Water to Peddapalli and Ramagundam constituencies in Karimnagar

District

GRAND TOTAL

RAPID SAND FILTER

The components of the filtration plant are as per SSR 2014-

15

Civil Works

(All works of VRCC Shall be in M30 design mix)

1). Stilling Chamber and Areation cascade

2). Ventury flume channel with measuring device

3) Flash Mixer chamber

4) .Clariflucculator / tube settler & flocculation tanks

5). Filter house, chemical house, Alum store, laboratory

office room chlorination plant room, toilet etc. (All items 6). Wash water tank of suitable capacity

7) .All the doors and windows are of aluminimum make

8) .All pipes and valves in filter beds are of D.I. make &

connection from Flash mixer to Tube settler / Flocculation

tank, sludge disposal pipes are of D.I. make. The size of

sludge disposal pipe shall be minimum of 450 mm dia with

C.I pipe.

9) The bottom level of the clear water control chamber

must be above G.L so as to dispose the leakage water by

gravity.

10) . Clariflucculator bridge including sludge srcapping

arrangement shall be with stainless steel of Grade 304 for

chemical resistance and durability

11) Railing for all the components shall be provided with

Stainless steel of grade 304 for a height of 0.90mts.

12).Path ways in filter beds : Middle pathway: Minimum of

1.50mts, Side pathway: Minimum of 1.20mts.

13).Flooring in filter house shall be with 12mm thick Non-

skid tiles.

14).Back wash water tank shall be constrcuted at a

minimum height of 1.50mts above roof slab.

15).Filtration plant building ground floor level shall be

minimum of 1.20mts above height from the neary by road

crust level.

16). The minimum size of entrance hall shall be 12'x13' ,

Lab size shall be of 10'x15', Office room size shall be of

10'x15'.

Construction of Rapid Gravity Filteration plant including civil, mechanical

and electrical trial running etc. complete-M30 Grade concrete).

A)

CPWS Scheme : Providing Drinking Water to Peddapalli and Ramagundam

constituencies in Karimnagar District

17). The water from the treatment plant shall be tested for

quantity and quality simultaneously.

18). Sufficient head room shall be provided at alum tank.

19). S.S railing of grade 304 shall be provided for staircase.

20). Testing of blowers as per I.S norms.

21).All cables shall be with copper, Cable drains shall be

covered with chequered plate.

22).HDPE/MDPE pipes shall be provided for water

drainage .

23).Alum storage capacity shall be for minimum period of

90 days.

24). Digital water flow meters, pressure gauges shall be

provided of standard make

25).Chemical house and chlorine storage system shall be

constructed out side of plant

26).Pneumatic tyre wheel shall be provided for the bridge

clariflocculator.

27). Min LUX levels inside the treatment plant shall be

maintained.

28). The length of sludge disposal drain shall be minimum

of 30mts.

29).Yard lighting shall be provided as per norms.

30).Chlorimeter vaccum type: Metito/Toshocow-Jesco/

Industrial devices.

B) Mechanical Equipment

1)Alum dosing equipment

2)Flash mixer equipment.

3)Sludge disposal fittings by gravity

4)Filtration plant euqipment instrumentation and piping.

5)Clarifloccualation equipment (with stainless steel blades)

with rotating bridge arrangeemnt etc.,

6)Wash water tank fittings and pumpsets with 100% stand

by.

7)Air blower with motor 100% stand by and pipe

connections.

8) Chlorination equipment and pipe connections with

chlorinator of 100% standbye,Vaccum feed Gas

Chlorination has to provided.

9)Spares & Tools for 2 years

10)Gaseous Chlorination with cylinders has to provided

with protection measures.

C) Electrical Equipment

1)Necessary power supply wiring to motors and switches

bus bar connections as per I.E. Rules

2)Internal wiring and illumination and fittings and fixtures

for internal and external lighting exhaust fans, ceiling fans

etc.

3) Erecting mechanical & Electrical equipment, trial run for

90 days 23.50 hours per day testing the treated water for

efficient standards and maintenance of records and

imparting training to staff.

4)Supply of 6 - sets of completion plans and maintenance

manual and brochures.

5)Provision towards soil investigations.

D) Automation for flow measurements

1)Automated Lab testing equipment of internationally

reputed make and consumables for one year. For filtration

plants of capacity 10 MLD and more automated online

testing equipment shall be installed.

2) Automation for flow of Conductivity, Turbdity,Ph value,

Residual Chlorine with recording & Storage facility

(Computer based) & Alaram by SMS or other methods.

3)Off - Site Supervisory and Data Accusation (OSSADA)

system for Raw water and clear water measuring, recording,

Off-Site Digital Display and data Transmission to Cell

Phone(SMS).

Note : 1) Alam tanks must be bound with corroision resistant

material (HDPE Lining, Bitumen Coating, tiles etc)

2) Mechnical equipment for alam mixing and in floculation

tank must be corrosive resistant (due to Alam)

Capacity: 115.00 MLD

Description Amount

Basic Rate Rs.2.42 per litre *115000000 2783,00,000.00

Increase/Decrese for cement(6200-4000)* 0.7/100*120*2.42*10^6/100 447,21,600.00

Increase/Decrese for Steel(43000-46500)* 2/100*120*2.42*10^6/1000 -203,28,000.00

#REF! 278,30,000.00Sub Total 3305,23,600.00

Add Contractor's Profit 462,73,304.00Unforeseen items 2,03,096.00

Total 3770,00,000.0037.70

Price variationTotal cost 37.70

Asst Engineer Dy Executive Engineer

RWS&S, Peddapally RWS&S sub division : Peddapally


RWS&S Division Manthani RWS&S Circle Karimnagar

Sl. Description Qty. Rate per Amount

No. (Rs) (Lakhs)

1

Supply and delivery of vertical turbine pump

sets at Intake well including cost of all

accessories and EOT crane etc as per the

specifications including cost of erection etc

complete

a

Providing 1090 HP each VT (1 + 1=2) from Intake

well to RSF with 42.39 m head and 86,445 LPM 2180.00 HP 11000.000 HP 240.00

Total in Lakhs 240.00


RWS Peddapally RWS&S Peddapally


RWS&S Division ; Manthani RWS&S Circle: Karimnagar

Supply and erection of Pump sets at Intake well



No. (Rs) (Lakhs)

1

Supply and delivery of Centrifugal HSC

pump sets at Intake well including cost of

all accessories and EOT crane etc as per the


complete

b

Providing 780 HP each Centrifugal HSC (2 + 1)

from Clear Water sump to Sump at Peddapally

with 34833 lpm & 139.55 mts head

2340.00 HP 11000.000 HP 257.00






Supply and erection of Pump sets at Sump

CPWS Scheme : Providing Drinking Water to Peddapalli and Ramagundam constituencies in


No. (Rs) (Lakhs)

1

Supply and delivery of Centrifugal HSC pump

sets at Intake well including cost of all

accessories and EOT crane etc as per the


complete

b

Providing 310 HP each Centrifugal HSC (2 + 1) from

Clear Water sump to Sump at Sump at

Sharadanagar( Ramagundam Urban) 47334 lpm &

40.55 mts head

930.00 HP 11000.000 HP 102.00







Supply and erection of Pump sets at Sump

Centre line Length 65

Center line Width 50

Depth 4 13000

wall thickness 0.35 3

0.2 4.-3

raft slab 0.3

Est cost in Rs crores 8.00

Sl. Description No. Qty. Rate Amount

No. L B D (Rs) (Rs)

1

Sump 1.00 66.70 51.70 3.00 10345.17

Suction pit 2.00 9.20 5.20 1.50 143.52

For manifold 1.00 90.00 3.50 8.00 2520.00

13008.69 cum 95.29 12,39,598

2

Sump 1.00 66.70 51.70 0.30 1034.52 cum 4043.11 41,82,678

3

Raft slab m30

Sump 1.00 65.70 50.70 0.45 1498.95

Addl thick ness in Suction pit2.00 8.00 1.20 0.45 8.64

Retaining wall

between sump and

pump room

2.00 8.00 1.20 0.45

1507.59 cum 8284.40 124,89,479

Side wall in M30/750 mm thick

Retaining wall

between sump and

pump room

2.00 8.00 0.75 3.00 36.00

Suction pit wall 2.00 10.00 0.75 3.00 45.00

81.00 cum 8982.00 7,27,542

Side wall in M30

Below GL 1.00 231.40 0.35 3.00 242.97

Suction pits 2.00 16.05 0.35 3.00 33.71

Abstract cum detailed estimate for 12500 KL Sump

Measurements

Earthwork in excavation for structures as per drawing and technical specifications

Clause 305.1 including setting out, construction of shoring and bracing, removal

of stumps and other deleterious material and disposal upto a lead of 1 km,

dressing of sides and bottom and backfilling in trenches with excavated suitable

material as per Technical Specification 305 MORD / 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All

work upto plinth level.

Supply and placing of the Design Mix Concrete corresponding to IS 456 using

WEIGH BATCHER / MIXER with 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 as per IS code from standard suppliers approved by

the department including pumping, centering, shuttering, laying concrete,

Retaining wall

between sump and

pump room

2.00 8.00 0.35 4.00 22.40

299.08 cum 10364.77 30,99,895

Below GL 1.00 231.60 0.20 1.00 46.32

46.32 cum 12309.28 5,70,166

Wall at Suction pit 2.00 8.00 0.75 3.00 36.00 Cum 8982.00 3,23,352

partition wall with M30 1.00 50.00 0.30 4.00 60.00 cum 10796.88 6,47,813

Columns in M30

Columns 154.00 0.30 0.30 3.90 54.05

At Suction pits 2.00 0.30 0.30 3.00 0.54

Haunch 154.00 0.60 0.60 0.30 16.63

71.22 cum 9988.24 7,11,362

Roof beams

Long wall side SB1 11.00 65.00 0.30 0.30 64.35

Cross wall side SB2 15.00 50.00 0.30 0.30 67.50

131.85 cum 11586.52 15,27,683

Roof slab

1.00 66.20 51.20 0.125 423.68 cum 9712.28 41,14,899

4

Side wall 1.00 240.00 4.00 960.00

Partition wall 2.00 50.00 4.00 400.00

Bottom slab 1.00 65.00 50.00 3250.00

Suction pit 2.00 23.00 3.00 138.00

4748.00 sqm 198.82 9,44,002

5

567.01 MT 59701.80 338,51,219

6 Supply in and fixing of RCC Ladder

Ladders 4.00 4.00 Nos LS 60,000

7Supplying and fixing

of manholes4.00 4.00 Nos LS 20,000

8

Supplying and Laying

and Jointing of 1800

mm dia MS pipe with

epoxy coated

Manifold

1800 mm dia MS 12

mm thick1.00 50.00 50.00 RM 39266.00 19,63,300

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as

per drawings and technical specifications for Bars below 36 mm dia including

over laps and wastage, where they are not welded

Acco proof Plastering with CM (1:3) 20mm

thick with 2% accoproof material including

cost and conveyance of all material, labour

charges etc., complete

1000 mm dia MS 12

mm thick4.00 10.00 40.00 RM 21174.00 8,46,960

9

Supplying and fixing

of DI Valves on MS

pipe

1000 mm dia valve

on 1800 mm MS pipe

on Out let

1.00 LS 30,00,000

1000 mm dia on 1000

MM dia ms pipe 4.00 LS 70,00,000

10

Supply delivery and

laying and jointing of

spigot and socket

type 1000 mm dia

RCC NP2 class pipes

1.00 100.00 100.00 M 4805.67 4,80,567

4 on out let + 2 on

inlet

11MS pipe 1000 mm dia

8 mm thickness

Over flow 1000 mm dia 4.00 10.00 40.00 Rm 17334.00 6,93,360

12 Supply of ladders

1800 mm LS 25,000

13 Supply and erection of Centrifugal pump set with all accessories etc complete

3.00 3.00 9.00 HP LS 8,00,000

14

Labour charges for

Supplying and fixing

of pheniels with fixing

of anti rust wire to

prevent fly menance

96.00 LS 96,000

15 Supplying and fixing of 80 mm dia Semicircular bends

96.00 96.00 Each 1611.96 1,54,748

16 Sundries LS 4,30,377

Total 800,00,000

8.00


RWS&S Peddapally RWS&S Peddapally


RWS&S Division Peddapally RWS&S Circle Karimnagar

Est. cost.Rs Crores 3.25

SL No Description of Item Nos Length Qty Unit Rate per Amount Rs.

1 2 3 4 5 6 7 8 9

1

1100 mm Dia MS Pipe of 10 mm wall

Thick1x1 1100 1100 22,494.00 Rm 247,43,400

2

trench size 1.70x2.3 m 1 1100 4301.00 Cum 95.29 Cum 4,09,842

3 Construction of thrust blocks and

pedestals with RCC (1:1.5:3)L S 10,00,000

4 LS provision for valves on pipe line LS 40,00,000

5Provision for Bulkflow Meters and

Pressure Relief Valves and Etc ProvisionsLS 5,00,000

6 Provision for Road crossing LS 5,00,000

7 Provision for Unforseen Items LS 13,46,758

Total cost in Rs 325,00,000

Total cost in Rs crores 3.25

Asst Executive Engineer Dy Executive Engineer

RWS& S Peddapally RWS& S Sub Division Peddapally



SB ESTIMATE

Detailed and Abstract Estimate for Pumping main

CPWS Scheme : Providing Drinking Water to Peddapalli and Ramagundam constituencies in Karimnagar

District

Manufacturing and supply of mm dia (after inlining) using 10 mm thick Mild Steel Plate manufactured with

electric - resistance welding (ERW) or submerged arc welding (SAW) processlongitudinally or spirally welded

from MS plates confirming to IS:2062, Grade-`A'/ 'B' in suitable lengths tosuit the site conditions as directed by

the departmental officers including 10 % Radio graphic testing at factory and 100 % Ultra sonic testing at field

welded joints and Hydraulic testing at 24 Kg/Sq cm pressure at factory including inlining with cement mortar

(1:2) 15mm thick using 4 Nos.of 6mm dia MS rings at each end of the pipe and outcoating with cement mortar

(1:3) prop. 30mm. thick by shotcreting or guniting duly providing wire mesh of size 50x50x3mm including cost

of MS Plates welding rods, cement, sand, reinforcement, wire mesh and all other required materials, and

inclusive of all taxes and duties and delivery of fabricated inlined and outcoated pipes to site and including 10

% Radio graphic testing at factory and 100 % Ultra sonic testing at field welded joints and Hydraulic testing at

24 Kg/Sq cm pressure at factory including inlining with cement mortar (1:2) 15mm thick using 4 Nos.of 6mm

dia MS rings at each end of the pipe and outcoating with cement mortar (1:3) prop. 30mm. thick by

shotcreting or guniting duly providing wire mesh of size 50x50x3mm including cost of MS Plates welding rods,

cement, sand, reinforcement, wire mesh and all other required materials, and inclusive of all taxes and duties

and delivery of fabricated inlined and outcoated pipes to site and hoisting and carefully lowering the pipes into

ready made trenches or keeping in position on ready built pedestals or supports and laying them true to

alignment and gradient and perfect lining by jacking and joinitng with three run arc welding and inlining and

outcoating of field welded joints with wire mesh and cement mortar as per the above specification inclusive of

cost of all jointing materials, labour charges and hydraulic testing of pipeline to a field test pressure of 16 Kg/

Sqcm in convenient stretches and as directed by departmental officers inclusive of cost of the necessary

testing equipment and other incidental and operational charges etc., complete.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1

including setting out, construction of shoring and bracing, removal of stumps and other deleterious

material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches

with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for pipe line

trenches

Est. cost.Rs Crores 33.00

SL No Description of Item Nos Length Qty Unit Rate per Amount Rs.

1 2 3 4 5 6 7 8 9

1

800 mm Dia MS Pipe of 10 mm wall Thick 1x1 18000 18000 Rm 16,447.00 Rm 2960,46,000

Detailed and Abstract Estimate for Pumping main

CPWS Scheme : Providing Drinking Water to Peddapalli and Ramagundam constituencies in

Karimnagar District

Manufacturing and supply of 800 mm dia (after inlining) using 10 mm thick Mild Steel Plate

manufactured with electric - resistance welding (ERW) or submerged arc welding (SAW)

processlongitudinally or spirally welded from MS plates confirming to IS:2062, Grade-`A'/ 'B' in suitable

lengths tosuit the site conditions as directed by the departmental officers including 10 % Radio graphic

testing at factory and 100 % Ultra sonic testing at field welded joints and Hydraulic testing at 24 Kg/Sq

cm pressure at factory including inlining with cement mortar (1:2) 15mm thick using 4 Nos.of 6mm dia

MS rings at each end of the pipe and outcoating with cement mortar (1:3) prop. 30mm. thick by

shotcreting or guniting duly providing wire mesh of size 50x50x3mm including cost of MS Plates

welding rods, cement, sand, reinforcement, wire mesh and all other required materials, and inclusive of

all taxes and duties and delivery of fabricated inlined and outcoated pipes to site and including 10 %

Radio graphic testing at factory and 100 % Ultra sonic testing at field welded joints and Hydraulic

testing at 24 Kg/Sq cm pressure at factory including inlining with cement mortar (1:2) 15mm thick

using 4 Nos.of 6mm dia MS rings at each end of the pipe and outcoating with cement mortar (1:3)

prop. 30mm. thick by shotcreting or guniting duly providing wire mesh of size 50x50x3mm including

cost of MS Plates welding rods, cement, sand, reinforcement, wire mesh and all other required

materials, and inclusive of all taxes and duties and delivery of fabricated inlined and outcoated pipes to

site and hoisting and carefully lowering the pipes into ready made trenches or keeping in position on

ready built pedestals or supports and laying them true to alignment and gradient and perfect lining by

jacking and joinitng with three run arc welding and inlining and outcoating of field welded joints with

wire mesh and cement mortar as per the above specification inclusive of cost of all jointing materials,

labour charges and hydraulic testing of pipeline to a field test pressure of 16 Kg/ Sqcm in convenient

stretches and as directed by departmental officers inclusive of cost of the necessary testing equipment

and other incidental and operational charges etc., complete.

2

800 mm Dia MS Pipe of 10 mm wall Thick 1x1 130 130 Rm 14,553.00 Rm 18,91,890

3

trench size 1.40x2.0 m 1 18000 50400.00 Cum 95.29 Cum 48,02,616

4Provision for Construction of thrust blocks

and pedestals with RCC (1:1.5:3 )L S 40,00,000

5 LS provision for valves on pipe line LS 200,00,000

6Provision for Bulkflow Meters and Pressure

Relief Valves etcLS 5,00,000

7 Provision for Road crossing LS 10,00,000

8Provision for Unforseen Items, Expansion

joints etc 17,59,494

Total cost in Rs 3300,00,000

Total cost in Rs crores 33.00

Asst Executive Engineer Dy Executive Engineer

RWS& S Peddapally RWS& S Sub Division Peddapally



Manufacturing and supply of 700mm dia (after inlining) Mild Steel Pipes using 10mm thick

MS plate manufactured with electric - resistance welding (ERW) or submerged arc welding

(SAW) process longitudinally or spirally welded follwoing MS plates conforming to IS:2062,

Grade-`A'/ 'B' in suitable lengths to suit the site conditions as directed by the departmental

officers, including 10% Radio graphic testing and 100% Ultra sonic testing at factory and field

welded joints respectively and Hydraulic testing at 30 Kg/Sq cm test pressure at factory,

including inlining with cement mortar (1:2) 15mm thick using 6 numbers of 6mm dia MS rings

at each end of the pipe and outcoating with polyurethene coating of approved brand and

colour for a minimum thickness of 400 microns after surface preparation by sand blasting,

including cost of MS Plates, welding rods, cement, sand, reinforcement, wire mesh,

polyurethene coating and all other required materials, inclusive of all taxes and duties and

delivery of fabricated inlined and outcoated pipes to site and hoisting and carefully lowering

the pipes into ready made trenches or keeping in position on ready built pedestals or

supports and laying them true to alignment and gradient and perfect lining by jacking and

jointing with three run arc welding and inlining and outcoating of field welded joints as per

the above specification, inclusive of cost of all jointing materials, labour charges and

hydraulic testing of pipeline to a field test pressure of 20 Kg/ Sq cm in convenient stretches

and as directed by departmental officers inclusive of cost of the necessary testing equipment

and all other incidental and operational charges etc., complete for the pipeline laid above

ground level.

Earthwork in excavation for structures as per drawing and technical specifications Clause

305.1 including setting out, construction of shoring and bracing, removal of stumps and other

deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and

backfilling in trenches with excavated suitable material as per Technical Specification 305

MORD / 304 MORTH for pipe line trenches

S.No Description No Length Width Depth Quantity Unit Rate Amount

1

Length 800 M

No of

columns293

Columns 293 0.96 0.90 0.90 227.84

Total 227.84 Cum 95.29 21,711.00

2

PCC M10 / CC(1:4:8)

Columns 293 0.90 0.90 0.15 35.60

Total 35.60 Cum 4043.11 1,43,933.00

3

RCC

(1:1.5:3)

Footing/ Piers 264 0.90 0.90 0.23 49.18

Wedge portion264 1.14 0.08 23.07

Total 72.25 Cum 7850.30 5,67,218.00

COLUMNS

Columns Upto GL293 0.23 0.34 0.29 6.64 Cum 9519.10 63,251.00

Columns Above GL

0-3 m 293 0.23 0.34 1.50 34.37 Cum 9519.10 3,27,161.00

BEAMS

Plingth beams

at GL 1 800.00 0.34 0.30 81.60

81.60 Cum 10045.60 8,19,721.00

4

1 15.59 MT 59701.80 9,30,717.00

5

Compound walls1 800.00 0.23 1.80 331.20

Brick Pillers 293 0.34 0.11 1.80 19.72

Coping 1 800.00 0.34 0.11 29.92

380.84 Sqm 4988.10 18,99,692.00

6

Compoun

d walls1 800.00 2.10 1680.00

Coping bottom 1 800.00 0.11 88.00

Coping top 1 800.00 0.34 272.00

Brick piller offsets586 0.11 1.80 116.03

2156.03 Sqm 270.73 58,369.00

Brick masonry with 2nd class ground mouled well burn bricks

Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5)

TOTAL

Telanagana water grid at Peddapally segmentCompound wall to RSF

Earthwork in excavation for structures as per drawing and technical

Plain Cement concrete Grade M10 - Nominal Mix upto Plinth level

Supply and placing of the VRCC(1:1.5:3) Concrete corresponding to IS 456

Supplying, fitting and placing HYSD bar reinforcement in

7

Qty as per plastering 2156.03 Sqm 97.03 2,09,195.00

8 Main gate with pillers L S 1,20,000.00

9 Unforseen items L S 1,39,032.00

Grand Total 53,00,000.00

Say in crores 0.53


RWS&S Water grid Sircilla RWS&S sub division : Sircilla


RWS&S Division Karimnagar RWS&S Circle Karimnagar

Painting Walls with Snowcem or other equal and approved

Detailed estimate Cost in Rs lakhs 170.00

Sno Description No L B D Quantity Unit Rate Amount

Center line 41.50 12.50

1

Ramp

(10x5 m)1 25.00 0.60 0.30 4.50

Pump room 1 46.50 17.50 5.00 4068.754073.25 Cum 95.29 3,88,140

2

Ramp 1 25.00 0.60 0.15 2.25Main Buildg 1 42.60 13.60 0.15 86.90Ramp flooring sub grade1 9.70 4.40 0.15 6.40

95.55 Cum 4043.11 3,86,319

3

FootingsRaft slab 1 42.60 13.60 0.45 260.71 Cum 7850.30 20,46,652

ColumnsUp to loading bay level38 0.50 1.20 7.60 173.28For electrical room12 0.45 0.34 6.00 11.02Crane room 12 0.50 1.20 9.00 64.80

249.10 Cum 9519.10 23,71,208

Brace beams/ Lintel beamsAt lintel Level LW3 41.00 0.23 0.30 8.49CW 2 12.00 0.23 0.30 1.66Crane room 2 124.00 0.23 0.30 17.11

27.26 Cum 10045.60 2,73,843Sun shadesover windows 26 2.10 0.60 0.0625 2.05Ventilators 36 2.10 0.60 0.0625 2.84

4.89 Cum 13509.00 66,059

Roof beamsAt loading Bay 2 6.75 0.50 0.50 3.38Electrical Room Long wall side 2 42.50 0.50 0.50 21.25Cross wall side 12 5.50 0.50 0.50 16.50Slab of crane room Long wall side 2 42.50 0.50 0.50 21.25Cross wall side 12 5.50 0.50 0.50 16.50Bracket beams 20 0.50 0.45 0.60 2.70

81.58 Cum 12768.00 10,41,613

Roof slabElectrical room 1 43.30 5.50 0.15 35.72 Cum 9111.60 3,25,466

Crane /Pumps room1 43.30 7.50 0.20 64.95Landing bay slab1 5.50 7.50 0.20 8.25

73.20 Cum 8454.20 6,18,847

Side walls below GL

Name of the work : Constrcution of Pump room at head works

Earthwork in excavation for structures as per

PCC (1:4:8) using 40 mm HBG metal

RCC (1:1.5:3) using 20mm HBG metal

Long wall side 2 42.50 0.50 7.00 297.50Cross wall side 2 13.50 0.50 7.00 94.50Deduct for columns26 0.50 0.50 7.00 45.50

437.50 Cum 9117.78 39,89,029

Walking platformAlround 1 104.40 0.90 0.10 9.40 Cum 6663.30 62,635

Cantiliver

beams

for

walking

platform 20 0.90 0.23 0.23 0.93 Cum 10045.60 9,342

RCC Pedestals for the pumpsPumps 6 2.50 2.50 1.20 45.00 cum 8194.60 3,68,757

4 CC (1:3:6)with 40 mm metal with C&C of all the materials and LC etc completeBasementLong wall side 2 41.95 0.45 0.60 22.65Cross wall side 2 12.05 0.45 0.60 6.51Deduct for columns26 0.50 0.45 0.60 -3.51

25.65 Cum 4453.00 1,14,219.00

5 Construction of super stucture with brick masonary in (1:6) using 2nd class bricks including

cost and conveyance of all materials,labour charges and seign. charges etc. complete.

Upto electrical room topLong wall side 2 41.73 0.23 6.00 115.17Cross wall side 4 12.96 0.23 6.00 71.54

DeductionsDeduct for ventilators13 1.80 0.23 0.45 -2.42Windows 14 1.80 0.23 1.20 -6.96Doors 8 1.05 0.23 2.10 -4.06Rolling shutter 1 4.00 0.23 4.00 -3.68Columns junctions26 0.45 0.23 6.00 -16.15

Crane room TopLong wall side 2 41.87 0.23 3.00 57.77Cross wall side 2 12.27 0.23 3.00 16.93DeductionsVentilators 10 1.80 0.23 0.45 -1.86

226.28 cum 4993.86 11,30,011.00

6

Inside Long wall side 2 41.00 7.00 574.00Cross wall side 2 12.00 7.00 168.00Elelctrical room 11 81.77 6.00 490.62Elelctrical room 21 51.77 6.00 310.62Crane room 1 96.27 9.00 866.43

Out sideUpto Electrical room 1 111.00 6.00 666.00Above Electrical room 1 99.00 9.00 891.00

Plastering with CM 2 coats, 12

SunshadesOver Windows 52 2.10 0.60 65.52

Over ventilators

72 2.10 0.6090.72

Rolling shutter

2 5.30 0.606.36

Sides of the sunshades

126 0.60 0.0625

4.73Deductionswindows -10 1.80 1.20 -21.60Opening/ Rollling shutter-1 4.55 4.00 -18.20ventilator -10 0.90 0.45 -4.05

4090.15 Sqm 270.73 1,10,731.00

7

Electrical room 1 43.30 5.50 238.15Crane /Pumps room1 43.30 7.50 324.75

562.90 sqm 198.82 1,11,916.00

7Electrical room11 30.52 4.77 145.58Electrical room11 20.75 4.77 98.98Crane room 1 41.00 6.89 282.29

526.85 Sqm 178.71 9,416.00

7Rolling

shutter 1 4.00 4.00 2.40 9.60 Sqm 3261.54 31,311.00

8

Doors of 1.20x 2.10 m size8 1.05 2.10 8.00 Nos LS 44,000.00Windows 1.8x1.2 m10 1.80 1.20 10.00 Nos LS 50,000.00Ventilators 1.8mX.45m18 1.80 0.45 18.00 Nos LS 63,000.00

9Rolling shutter 2.25 4.00 2.40 21.60

Windows 27.5 1.801.20 59.40

Ventilator

s

49.5 1.800.45 40.10

121.10 Sqm 85.90 1,040.00

10

181.82 MT 59701.80 10,85,486.00

11Flooring in ramp Slab1 41.00 12.00 492.00Electrical room 1 56.00 7.14 399.56

1 46.00 12.00 552.001443.56 Sqm 457.10 6,59,851.00

11IN side pump room8 1.20 MT 62814.00 75,377.00

12

Qty as per plastering 4617.00 Sqm 97.03 44,798.00

Acco proof Plastering with CM

Plastering to ceiling with CM (1:3)

Supply and fixing of Rolling shutter made of

Supplying and fixing of steel doors and

Painting with approved colour ready mixed

Supplying, fitting and placing HYSD bar

Granolithic flooring with CM (1:3) 20 mm

Supply and Delivery of Steel fabricated ready made

Painting Walls with Snowcem or other equal and

13 Electrical filltings LS 1000000 10,00,000.00

14 LS For Unforeseen items LS 5,20,934.00

Total 170,00,000.00


RWS&S Water grid Sircilla RWS&S sub division : Sircilla


RWS&S Division Karimnagar RWS&S Circle Karimnagar

Est.Cost Rs 9.00 lakhs

Nos L B D

1

column footings 12.0 1.2 1.2 1.50 25.92

alround 1.0 31.72 0.9 0.60 17.13

long wall 1.0 9.53 0.9 0.60 5.15

cross walls 4.0 2.27 0.9 0.60 4.90

platform 1.0 7 0.6 0.60 2.52

deduction 12.0 1.2 1.2 0.60 -10.37

Total 45.25 95.29 4312.00

2

column footings 12.0 1.2 1.2 0.20 3.46

alround 1.0 31.72 0.9 0.20 5.71

long wall 1.0 9.53 0.9 0.20 1.72

cross walls 4.0 2.27 0.9 0.20 1.63

platform 1.0 7 0.6 0.20 0.84

deduction 12.0 1.2 1.2 0.20 -3.46

Total 9.90 773.65 7659.00

3

column footings 12.0 1.2 1.2 0.30 5.18

alround 1.0 31.72 0.9 0.30 8.56

long wall 1.0 9.53 0.9 0.30 2.57

cross walls 4.0 2.27 0.9 0.30 2.45

platform 1.0 7 0.6 0.15 0.63

deduction 12.0 1.2 1.2 0.30 -5.18

14.21 4043.11 57453.00

4

first footing 1.0 28.96 0.6 0.60 10.43

second footing 1.0 28.96 0.45 0.45 5.86

third footing 1.0 28.96 0.3 0.30 2.61

long wall first footing1.0 8.84 0.6 0.60 3.18

long wall second footing1.0 8.84 0.45 0.45 1.79

long wall third footing1.0 8.84 0.3 0.30 0.80

cross walls first footing4.0 2.04 0.6 0.60 2.94

cross walls second footing4.0 2.04 0.45 0.45 1.65

cross walls third footing4.0 2.04 0.3 0.30 0.73

platform 7.0 0.6 0.6 0.45 1.13

platform 7.0 0.3 0.45 0.30 0.28

31.40 2908.60 91330.00

5

12 0.4305 5.166 7850.30 40555.00

6

Door 1 2.0 2.25 0.23 0.23 0.24

Door 2 4.0 2.1 0.23 0.23 0.44

Door 3 2.0 1.65 0.23 0.23 0.17

Window 1 2.0 2.1 0.23 0.23 0.22

Detailed cum abstract Estimate

Name of the Sub work : Construction of Watch man and Operator Quarter

Sl.NoDescripti

on

DimensionsQty Rate Amount

Earth work excavation in all type of soils

with intial lead and lift etc complete

Filling the Foundation with sand including

cost,conveyance ,watering and ramming etc

CC(1:4:8)using 40 mm HBG metal icluding

Cost and conveyance of the all materials etc

RR Masonary with CM(1:6) using rough stone

(HBG) including cost and conveyance of all

VRCC(1:1.5:3) using 20 mm HBG metal

including cost and conveyance of all the



Window 2 2.0 1.8 0.23 0.23 0.19

ventilator 2.0 1 0.23 0.23 0.11

1.37 10045.60 13762.00

7

Columns 12.0 0.23 0.23 5.03 3.19 9519.10 30366.00

8

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 10045.60 38173.00

9Door 1 2.0 1.05 0.6 0.0625 0.08

Window 1 2.0 1.2 0.6 0.0625 0.09

Window 2 2.0 0.9 0.6 0.0625 0.07

0.24 13509.00 3242.00

10

1.0 9.76 6.56 0.125 8.00 9687.70 7750.00

11

out side 1.0 50.78 0.23 3.15 36.79

inside 2.0 6 0.1 3.15 3.78

inside 2.0 2.5 0.1 3.15 1.58

Deductions

Door 1 2.0 1.05 2 0.23 -0.97

Door 2 4.0 0.9 2 0.10 -0.72

Door 3 2.0 0.75 2 0.10 -0.30

Window 1 2.0 1.2 1.2 0.23 -0.66

Window 2 2.0 0.9 1.2 0.23 -0.50

out side Coulmns10.0 0.23 0.23 3.00 -1.59

Ventilators 2.0 0.6 0.23 0.23 -0.06

37.35 4993.86 186521.00

12Door 1 of 2.00 x 1.05 mts2 LS 10000.00 20000.00

Door 2 of 2.00 x 0.90 mts4 LS 7000.00 28000.00

Door 3 of 2.00 x 0.75 mts2 LS 6000.00 12000.00

13 Window 1 of size 1.20 X 1.20 mts2 LS 6000.00 12000.00

Window 2 of size 0.90 X 1.20 mts2 LS 4000.00 8000.00

14

Hall 2 2.94 2.94 17.29

bed room 2 3.47 2.94 20.40

Kitchen 2 2.44 1.57 7.66

Toilets 2 2.44 1.14 5.56

Platform 1 7.00 0.6 4.20

55.11 457.10 25191.00

15

Inside & out side A/R1 114.64 3.15 361.12

Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00





VRCC(1:1.5:3) using 20 mm HBG metal for

Sun Shades of Size 75 mm thick at one end



Brick Msaonary with CM(1:6) using Second

Class Bricks including cost and conveyance of

Supply and fixing of the Sal Wood Door With

angular frame CR Sheet including fixtures ,

Supply and fixing of the Sal Wood Windows

of Size 0.9 X 1.20m With angular frame CR

Flooring with CC(1:4:8) using 40mm HBG

metal for 50 mm thick and Top plastering

Plastering with CM 2 coats, 12 mm thick,

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

341.40 270.73 92426.00

16

Roof slab 1 9.76 6.56 64.03 136.54 8743.00

17

In side alround 1 82.00 3.15 258.30

Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

Ceiling 1 9.76 6.56 64.03

302.61 24.78 7499.00

18

Outside 1 32.64 3.15 102.82

Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

83.10 97.03 8063.00

19Door 1 2 1.05 2 4.20

Door 2 4 0.90 2 7.20

Door 3 2 0.75 2 3.00

Window 1 2 1.20 1.2 2.88

Window 2 2 0.90 1.2 2.16

19.44 85.90 1670.00

20

1.77 59701.80 105968.00

21 2.00 LS 300.00 600.00

22 88717.00

� 9,00,000

Snowcem painting including cost and

conveyance of all the materials ect complete.

Synthatic Enamel painting over primary coat

and Enamel painting in two caots including

Supply and placing of the HYSD bars,

fabrication including cost and conveyance of

Supply and fixing of the Ready made

Ventilaters of Size 0.9x0.23including csot and Unforeseen items and Electrification etc

Accoproof plastering with CM(1:3),12mm

thick including cost and conveyance of all the

White washing with white cement two coats including

specification report accompanying the abstract project report › tgrwss › downloads ›...

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