Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Nov 2024
Closing Soon2 Dec 2024
Tender Amount₹ 4,82,469 
Notes
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Costs

Summary

Construction Of One Sbdtw Scheme (150 Mm X 100 Mm) Including Installation Of Pump Motor Sets And Laying Of Distribution System Etc. At Indiranagar Gp Office Under Indiranagar G.p. Under Rajnagar R.d. Block During The Year 2024-25 (deposite Work).

Description

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BOQ Items

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i) 150 mm dia.

30.5

1318

40205

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ii) 100 mm dia

42.7

607

25945

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B. 'RS' pipe. i) 100 mm dia

30.5

951

29009

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Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i) 100 mm dia

1

560

560

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Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i) 150 x 100 mm dia

1

1082

1083

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Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge. A) with contractor's rig. i) With pea gravels obtained from Durgapur, West Bengal.

4.5

14314

64413

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Washing & development of tube well by using hand pump or by any suitable method and testing of tube well as per specification and direction of the Engineer-in-charge.

103.7

47

4874

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Providing and fixing of housing clamp (made with 12 mm thick MS sheet) along with well cap (made with 10 mm thick MS sheet) with necessary arrangements for SBDTW as per specification & direction of the Engineer - in - charge. i) 150 mm dia.

1

3909

3910

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Supplying and fitting fixing of Submersible Pump of 2000 GPH Capacity, 45 mtr head with Motor of 3 HP/ required capacity single phase including 40 mm dia 30.00 mtr. heavy duty G.I. pipe assembly and reducing socket, delivery bend, 900 Non-return valve and fitting etc. as per direction of the Engineer-in-Charge.

1

23980

23980

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Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. i) 2.50 sqmm

40

211

8452

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Supplying & fitting fixing of KIOSK (size:-width 450mm X length 1200mm X height 850mm) fitted with 4 Nos support of 75mm X 75mm (6mm thick) MS angle for embedening in 1:2:4 cement concrete base (size:- 300mm X 300mm X 500mm) with proper locking arrangement and coated with anti corrosive paint (both inside and outside) in/c necessary provisions for fitting fixing of single phase Motor Starter unit, Main Switch, Energy Metre etc. complete in all respect as per direction of the Engineer-in-charge.

1

10000

10000

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Supplying & fitting fixing of single phase Motor Starter unit, (with 2 phase contractor, overload relay, Volts meter & Amps meter 32 amps Main Switch (220 volts) of Havels / BCH / L&T make in KIOSK in/c necessary electric wiring and GI pipe earthing etc. complete as per direction of the Engineer-in-charge.

1

6365

6365

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Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 25-32 Amps

1

5299

5299

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Trial runs & commissioning of the scheme in all respect as per direction of the Engineer-in-Charge.

1

1000

1000

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Excavating trenches of required width for pipes, cables etc. in/c exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter -2 of CPWD specification and direction of the Engineer - in - charge. A)For UPVC pipes in new work i) For pipes not exceeding 90 mm dia

400

87

35040

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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore

5

358

1792

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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers of same class conforming to IS : 10124 (Pt-II) with solvent cement conforming to IS : 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid seperately) as per CPWD specification and direction of the Engineer-in-chargr. A. Class-3 (working pressure 6.0 kg/cm2) i) 40 mm OD

300

89

26940

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Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 (Part 5) with solvent cement conforming to IS : 14182 in/c testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 x 40 mm dia

1

232

232

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Providing and laying of flexible PVC pipe conforming to IS : 7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).

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-

-

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i) 15 mm dia

60

57

3438

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ii) 25 mmdia

40

74

2988

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Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. External work. i. 15 mm dia. nominal bore

29.5

301

8888

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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia.

10

131

1310

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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia.

20

78

1572

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Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia.

30

104

3144

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Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia.

10

110

1104

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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia 225 mm long

10

74

746

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Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

2000

12

24200

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

4.33

231

1003

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

0.86

1177

1012

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First class brick work in foundation and plinth including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).

1.26

9845

12405

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Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In cement mortar 1:3 ( 1 cement : 3 fine sand ).

5.46

1572

8583

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12 mm cement plaster of mix i) Cement mortar 1:4 (1 cement : 4 fine sand)

18.64

224

4179

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level:

-

-

-

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i) 1 : 2 : 4 (1 Cement : 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

0.36

10742

3867

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ii) 1 : 3 : 6 (1 Cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

0.72

9938

7156



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