Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date29 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 4,89,670 
Notes
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Costs

Summary

Maintenance Of Pipe Line Within The Jurisdiction Of D.w.s. Division Agartala-1, During The Year 2024-25

Description

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BOQ Items

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Providing and fixing G.I. pipes medim 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-

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-

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i) 15 mm Dia. Nominal bore.

60

254

15240

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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

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-

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i) 15 MM Dia.-

300

57

17190

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iv) 32 MM Dia.-

107.5

83

8955

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Providing and fixing brass ferrule with C.I. cover conforming to IS:2692 in/c boring and tapping the main as per Chapter 20 of CPWD specification and direction of the Engineer-In- Charge. A) 10 MM Nominal Bore.

50

358

17920

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Providing & fixing G.I. Bend/Elbow in the pipeline in/c. testing of joints complete as per CPWD specification and direction of the E-In- Charge. A) 15MM Dia.-

150

104

15720

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Providing & fixing G.I. socket as per CPWD specification and direction of the E-In-Charge. A)15mm Dia.-

150

78

11790

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Providing & fixing G.I. Union as per CPWD specification and direction of the E-In-Charge. A)15mm Dia.-

50

131

6550

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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.

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-

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i. 15 mm dia 75 mm long

50

64

3205

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ii. 15 mm dia 150 mm long

50

68

3430

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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock

50

119

5970

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Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including 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 a. In all kinds of soil. i) For pipes not exceeding 90 mm dia.

300

87

26280

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil

51.84

161

8362

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Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

1.8

1436

2585

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Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and nserviceable materials separately as per MoRT&H Technical Specification Clause 202

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A. Bituminous courses

0.24

1001

240

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B. Granular courses

1.44

696

1002

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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.

1.8

1177

2119

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

1.8

10742

19337

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Charges for repairing of leakage in UPVC/HDPE pipeline with PVC coupler & s/cement etc. in/c. necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge.

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a)90 MM Dia.

40

558

22324

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b)110 MM Dia.

10

623

6232

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Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge.

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a)90 MM Dia.

160

336

53888

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b)110 MM Dia.

40

360

14400

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Removal of blockage from existing distribution PVC pipe line of different diameter (90 MM to 140 MM) by using coil pipe with necessary earth excavation after every 30.00 Mtr. interval at any depth in/c. necessary de-watering whenever required & re filling of the same after joining of the PVC pipe with necessary coupler/ socket, solvent cement, etc. complete as per direction of the Engineer-In-Charge (T&P to be arranged by the agency at his own cost & risk).

80

892

71438

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Providing, fixing & laying fabricated UPVC Socket/Coupler conforming to IS:10124 with S/Cement conforming to IS:14182 in/c. testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge.

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a)90 MM Dia.

50

212

10605

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b)110 MM Dia.

10

273

2733



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