Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 48,50,341 
Notes
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Costs

Summary

Jjm Scheme Under Karbook Rd Block/s.h- Sinking Of 10( Ten ) Nos. Small Bore Deep Tube Well (150mm X 100mm) By Manual Means Including Installation Of Pump-motor Set, Electrical Equipments In Ms (18swg) Kiosk And Providing ,laying Of Delivery Pipeline

Description

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ii) 150 mm dia

300

1318

395460

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B. 'RS' pipe i) 100 mm dia

300

951

285330

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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

10

1082

10826

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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

10

560

5604

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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 perspecification ( IS : 4097) and direction of the Engineer - in - charge. A ) with contrctor's rig

29

14314

415106

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

900

47

42300

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Supplying and installation of water lubricated submersible pump having ISI marked of capacity 2000 GPH total head upto 60 mtr. couple with submersible motor 3 HP suitable 240 volts(+10% variation single phase,50HP AC supply DOL starting method to run at 2880RPM alongwith 35 mtr 2.5sqmm PVC insulated 3 core flat copper cables including fitting fixing and lowering it with 40mm dia G.I. pipe upto 100 ft.(30.00mtr) etc. complete as per direction of the Engineer-in-charge.(40mm dia. G.I. pipe and fittings will be paid separately)

10

34721

347210

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Supplying and fitting fixing of MS box of having size 60cm x 60cm x 45cm with slope roof and front shutter with locking arrangement fitted with 4 nos. 40mm x 40mm x 6 mm MS angle of 1.60m long in/c providing & fitting wooden board inside the box having size 55cm x 55cm x 1'' thick for fitting all the electrical features like starter, main switch and in/c cost of necessary painting & embedding the box with CC block size 30cm x 30cm x 60cm with 1:2:4(1 cement:2 R/sand:4 jhama brick aggregate 20 mm n/s) as per direction of the Engineer – in – charge.( starter,main switch etc. will be pai separately)

10

4900

49005

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Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification and direction of the Er-in-charge. i) 32 amps

10

5266

52660

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Providing and fitting fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay, capacitor, volt meter, amps meter of BCH/L&T make with necessary copper wire etc. complete as per specification and direction of the Er-in-charge.

10

4407

44076

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Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. Internal work - Exposed on wall ( i ) 40 mm dia nominal bore

360

618

222804

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

10

3909

39095

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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 up to 1500 mm (slpoe-1 in 200) including getting out the excavated soil and bacfilling 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.

7500

87

657000

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

6500

89

583700

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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) a) 15 mm dia

1000

57

57300

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Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mm nominal bore.

100

382

38270

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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

100

131

13100

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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 75 mm long

100

64

6410

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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

100

104

10480

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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

100

78

7860

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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

50

110

5520

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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer-in-charge. i) 40 mm dia

20

470

9408

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Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and direction of the Engineer-in-charge. I ) by manual means

120

619

74316

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Providing and fixing G.I. Equal Tee with the pipeline in/c. testing of joints completenas required as per specification and direction of the Engineer-in charge. i) 40 x 40 x 40 mm dia

50

289

14465

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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.

6

231

1390

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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

1177

1177

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All works upto plinth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

5

10742

53713

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

10

224

2242

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Neat cement punning .

10

56

568

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Providing and fixing in positin pvc hydrant post of 110 mm dia and 1000 mm long with cement conc 1:5:10 ( 1 cement : 5fine sand : 10 graded brick aggregate 1st class 40 mm nominal size ) inside the post , 300 mm shall be keep bellow ground level in/c providing in embedding 15 mm dia union 1 no. 150 mm long nipple 2 nos CI along handle bib cock 1 no. in painting and necessary items with earth work in/c refilling complete as per CPWD specification and direction of the Engineerin charge.

100

1355

135589

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Providing and fixing RCC platform of size 900 x 900 x 75 mm with curve size of 50 x 50 mm keeping and opening of 100 mm long in a suitable place for drainage out of water ( made with cement conc 1:2:4 ( 1 cement : 2fine sand : 4 graded brick aggregate 1st class 20 mm nominal size ) & steel reinforcement (TMT bars) 6 nos,8 mm dia in both direction in/c platering the exposed surface with 12 mm thick mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement) complete with all the earth work required including refilling as per CPWD specification and direction of the Engineerin charge.

100

2014

201437



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