Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Wss Undr Jjm In Gomati Tripura/ Sh- Cnstructn 03 Nos. Semi Permanent Ph, Prvdng, Instlltn Pump Sets, Prvdng, Layng Pipeline, Prvdng Fhtc To Individual Household In/c Othr Allied Wrks In Mtb Rd Blck Undr Dws Sd-ii, Udp Durng Yr 2024-25 (gr- Ii). in Gomti, Tripura, with an estimated contract value of Rs. 1,16,30,975. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 27-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 Jun 2025
Closing Date27 Jun 2025
Tender Amount₹ 1,16,30,975 
Notes
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Costs

Summary

Wss Undr Jjm In Gomati Tripura/ Sh- Cnstructn 03 Nos. Semi Permanent Ph, Prvdng, Instlltn Pump Sets, Prvdng, Layng Pipeline, Prvdng Fhtc To Individual Household In/c Othr Allied Wrks In Mtb Rd Blck Undr Dws Sd-ii, Udp Durng Yr 2024-25 (gr- Ii).

Description

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BOQ Items

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)

9.75

8980

-

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

3

11080

-

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

4.875

10461

-

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

3

12591

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Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) in/c dressing of sides and ramming of bottoms, lift upto 1.5m, in/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. -All kinds of soil. i) Foundations, footings, bases for columns etc. for mass concrete with timber plank

4.875

333

-

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ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank

30

391

-

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iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank

48.75

570

-

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iv) Weather shade, Chajjas, corbels etc., including edges.

9.75

531

-

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more

645

103

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth level i) Thermo-Mechanically Treated bars of gradeFe-500D or more

645

103

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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 )

26.25

9845

-

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First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

15

11410

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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 1:4 ( 1 cement : 4 fine sand )

135

1533

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth

45

894

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. I ) Fixed to steel windows by welding.

180

161

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- i) Using flats 30x6mm for diagonal braces and central cross piece.

26.25

4486

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. i) Hot finished welded type tubes

900

146

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Cement concrete flooring 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. all completeetc as per direction of Engineer-in-charge. i) 40 mm thick with 20 mm nominal size stone aggregate

41.25

631

-

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Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc. complete as per direction of Engineer-in-charge. i) 0.63mm thick with zinc coating not less than 275gm/m2

150

1205

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

210

224

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15 mm cement plaster on the rough side of single or half brick wall of mix: In Cement mortar 1:4 ( 1 cement : 4 fine sand )

187.5

260

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Neat cement punning.

37.5

56

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.35.1 New work ( two or more coats) over and including water thinnable priming coat with cement primer.

187.5

120

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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)

187.5

78

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work

60

106

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Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100 amps

3

10274

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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i) 35 HP/26 kw Relay range within 20-32 + 10%

3

27556

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Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.

3

9372

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Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 16 sqmm

67.5

394

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Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.

3

1135

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Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/ AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.

3

1964

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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) 32-40 Amps

3

5287

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Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) (12 mm dia perforation),laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) For 3-phase connection with 4.00 mtr. Long G.I. pipe

3

23655

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Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.

9

267

-

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Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i) 5-15 kVAr 440 V

24

749

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Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.

3

2043

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Excavating trenches of required width for pipes, cables etc. including exacavation 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. All kind of Soils i) For pipes not exceeding 90 mm dia

8100

87

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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.

3000

106

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B) For GI/CI/DI pipes in new work. a) All kind of Soils i) For pipes exceeding 90mm dia but not exceeding 300mm dia.

570

133

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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1000 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 direction of the Engineer - in - charge. A) For UPVC pipes in new work. a. All kind of Soils i) For pipes not exceeding 40 mm dia

6750

52

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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 separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD

900

89

-

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ii) 50 mm OD

1200

112

-

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iii) 90mm OD

6000

271

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v)110mm OD

1800

372

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v)140mm OD

1200

612

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Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia

9

161

-

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ii) 50 mm dia

9

190

-

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iii) 90 mm dia

45

298

-

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iv) 110 mm dia

15

356

-

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v) 140 mm dia

15

466

-

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Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm OD

6

96

-

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ii) 50 mm OD

6

102

-

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iii) 90 mm dia

9

148

-

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iv) 110 mm dia

3

174

-

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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 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 mm dia

6

232

-

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ii) 50 x50 mm dia

6

262

-

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iii) 90 x 90 mm dia

15

352

-

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iv) 110 x 110 mm dia

6

580

-

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v) 140 x 140 mm dia

6

818

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Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 50 x 40 mm dia

9

172

-

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ii) 110 x 90 mm dia

9

321

-

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iii) 140 x 110 mm dia

9

426

-

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Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge. i) 90 mm dia

12

380

-

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ii) 110 mm dia

12

515

-

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iii) 140 mm dia

18

697

-

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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 65 mm nominal bore

1

3913

-

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ii) 80 mm nominal bore

2

4200

-

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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia. A. PN - 1.0

6

4319

-

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ii) 100 mm dia. A. PN - 1.0

6

5561

-

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iii) 125 mm dia. A. PN - 1.0

6

6662

-

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ii) 150 mm dia. A. PN - 1.0

6

8238

-

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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. i Upto 300 mm dia.

0.45

238571

-

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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. (ii) 100 mm dia Ductile Iron Class K-7 pipes.

120

1861

-

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(iv) 150 mm dia Ductile Iron Class K-7 pipes.

450

2602

-

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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) 15 mm nominal bore

375

382

-

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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

375

131

-

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Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. (i) 40 mm dia with 15 mm dia opening

18

362

-

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(ii) 50 mm dia with 15 mm dia opening

18

384

-

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iii) 90 mm dia with 15 mm dia opening

80

447

-

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iv) 110 mm dia with 15 mm dia opening

49

528

-

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v) 140 mm dia with 15 mm dia opening

30

589

-

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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). i) 15 mm dia

6000

57

-

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ii) 25 mm dia

750

74

-

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Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). i) For 65 mm dia G.I. pipe with 10 mm thick GI flange

12

3323

-

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ii) For 80 mm dia G.I. pipe with 10 mm thick GI flange

12

4045

-

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iii) For 100 mm dia G.I. pipe with 10 mm thick GI flange

12

5624

-

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Providing, fitting fixing and installation of 5000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of made DUKE/KSB/WPIL/CRI).

2

66338

-

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Providing, fitting fixing and installation of 10,000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, AC supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of madeDUKE/KSB/WPIL/CRI).(ONE SPARE)

1

84708

-

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Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge.

3

878

-

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

600

619

-

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Constructing masonry Chamber 90 x 90 x 100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve,with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : (i) With Second Class bricks

12

17902

-

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Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/ DWS/2022-23), specification and direction of Engineer-in-charge.

375

1418

-

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Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.

375

2295

-

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Providing and fitting fixing of hoarding cum display board of JJM of size 8 ft. x 6 ft. (2.40 m x 1.80 m) with frame comprising of 40 mm dia GI pipe (medium class) around the board, 2 nos. 25 x 25 x 4 mm size MS vertical stiffners with equally placed and 1 no. 25 x 25 x 4 mm size MS horizontal stiffner centrally placed and 2 mm thick MS Sheet (2.40 m x 1.80 m) with necessary welding, painting, lettering and erected vertically in such a way bottom of the board shall be placed 900mm above the Ground Level with 2 nos. 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 Cement : 2 fine Sand: 4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification and direction of the Engineer-in-Charge.

3

23274

-

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Supplying of plastic chair of approved make and quality in W/S scheme as per direction of the Engineer-in-charge

3

275

-

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Supplying of plastic table of approved make and quality in W/S scheme as per direction of the Engineer-in-charge

3

560

-

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Supplying of ISI marked/ Tapria marke tools for water supply scheme. i) Sly wrench

3

174

-

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iii) Pipe Wrench

3

315

-

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iii) plier (8")

3

132

-

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iv) Screw driver

3

62

-

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v) Hacksaw

3

110

-



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