Public Works Department Tender

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Public Works Department - PWD Tender

Works
Electronics Equipment
Telecommunication Services
Electrical and Electronics
Eprocure
Opening Date16 May 2023
Closing Date6 Jun 2023
Tender Amount₹ 1,18,76,245 
Notes
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Costs

Description

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BOQ Items

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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

207.34

24943

120.3

... More
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.

24.53

21768

887.5

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

22.93

218079

9512.3

... More
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: 1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size)1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

54.67

687740

12581

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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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

69.55

944648

13581.9

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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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

39.99

555649

13894.7

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Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank

80.46

21636

268.9

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ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

612.04

226456

370

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iii)Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply

204.78

110377

539

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

31.08

9873

317.7

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v) Stairs (excluding landings) except spiral-staircases with wooden plank

10.83

5176

477.8

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

31199.33

2439788

78.2

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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification

1644

101106

61.5

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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 )

0.97

8631

8888.4

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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 ).

70.44

96017

1363.1

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

82.4

14404

174.8

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

76.82

15625

203.4

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6 mm cement plaster of mix : i) Cement mortar 1:3 (1 cement : 3 fine sand)

1153.54

166686

144.5

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Neat cement punning.

973.59

43909

45.1

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Colour washing such as green, blue or buff with whiting to give an even shade: i. New work (two or more coats) with a base coat of white washing with lime

233.19

5573

23.9

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Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Paymentshall be made after submission of Test Certificate issued by the Manufacturer] : i. New work ( two or more coats applied @ 3.28 litre/10sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm

386.03

73694

190.9

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Providing and fixing CI sluice valve Class 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge. i) 100 mm dia. A. P.N.-1.6

3

13679

4559.7

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ii) 125 mm dia. A. P.N.-1.6

2

10960

5479.9

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iii) 150 mm dia. A. P.N.-1.6

8

55738

6967.3

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Providing and fixing G.I pipe meium 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works i) 15 mm dia. Nominal bore

100

19750

197.5

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ii. 20 mm dia. nominal bore

80

18912

236.4

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iii) 40 mm dia. Nominal bore

600

259500

432.5

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iv) 50 mm dia. Nominal bore

350

180530

515.8

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v) 100 mm dia nominal bore

9

10461

1162.3

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vi)150 mm dia nominal bore

18

27608

1533.8

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vii) 200 mm dia nominal bore

9

18147

2016.3

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Providing and fitting fixing of GI flange(10 mm wall thickness) by welding with GI /MS pipe and placing position as per specification and direction of the Engineer in charge. i) 50 mm dia

120

31740

264.5

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ii) 100 mm dia

640

253376

395.9

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ii) 150 mm dia

6

3301

550.1

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Proving and placing of GI pipe over the pump house on top of portin of the RCC column as per specification and the direction of the Engineer in charge. i) 150 mmm dia

12

16972

1414.3

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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. i)0.63mm thick with zinc coating not less than 275gm/m2

31.87

27402

859.9

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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 M.S. angels 40x40x6 mm for diagonal braces.

9.36

33206

3547.6

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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

491.19

60367

122.9

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Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.

30

2295

76.5

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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.

86.4

10567

122.3

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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. In all kinds of soil. i) For pipes not exceeding 90 mm dia

3000

195900

65.3

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

900

71370

79.3

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B.For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil i. For pipes exceeding 90 mm dia but not exceeding 300 mm dia

2200

219560

99.8

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

1100

80080

72.8

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ii.50 mm dia

900

83250

92.5

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iii. 90 mm dia

1000

220100

220.1

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iv. 110 mm dia

900

271530

301.7

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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. 125 mm dia

300

520620

1735.4

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Charges for laying in position S & S or flanged D.I. special such tees, bends, collars, tapers and caps etc. ( excluding cost of specials ) as per CPWD specification and direction of the Engineer - in - charge.

0.25

879

3515.9

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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)100 mm nominal bore

1

5980

5980

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ii)125 mm nominal bore

2

14929

7464.7

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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. i. 125 mm dia

5

398

79.5

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Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 125 mm dia

5

520

104

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Providing and fixing G.I. Reducer with the pipe line includingntesting of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 40 x 20 mm dia

10

1478

147.8

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ii. 50 x 40 mm dia

2

396

198.2

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Charges for making hole by drilling and making thread by thread bit in the C.I/D.I pipe as per specification and direction of the engineer-in-charge. a) 15 mm nominal bore.

30

6393

213.1

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Providing and fitting fixing CI bib cock (long handle) as per specification & direction of the Engineer-in-charge. a) 15 mm dia

101

8858

87.7

... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge. i. 15 mm Nominal bore

101

9949

98.5

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ii. 40 mm Nominal bore

20

6024

301.2

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iii. 50 mm Nominal bore.

10

3834

383.4

... More
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge. i. 15 mm Nominal bore

101

6949

68.8

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ii. 40 mm Nominal bore

80

7936

99.2

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iii. 50 mm Nominal bore.

40

5080

127

... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 40 x40 x40 mm dia

13

3160

243.1

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ii. 50 x 50 x 50 mm dia

10

3343

334.3

... More
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

101

9110

90.2

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ii. 40 mm dia

7

1973

281.8

... More
iii. 50 mm dia

5

2013

402.5

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Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge. a) 15 mm nominal bore.

101

32987

326.6

... More
Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in charge i. 40 mm dia with 15 mm dia opening No

65

18675

287.3

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v. 90 mm dia with 15 mm dia opening

36

12791

355.3

... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 40 mm dia

12

1608

134

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ii.50 mm dia

10

1575

157.5

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iii. 90 mm dia

20

4922

246.1

... More
iv. 110 mm dia

15

4400

293.3

... More
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia

10

3132

313.2

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ii. 110 mm dia

10

4206

420.6

... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 x 90 mm dia

10

2892

289.2

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ii. 110 x 110 mm dia

2

950

475.1

... More
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

1000

42700

42.7

... More
ii. 20 mm dia

400

19440

48.6

... More
iii. 25 mm dia

300

16800

56

... More
Providing and fixing G.I pipes of Heavy class as per IS: 1239 with latest Amendment complete with G.I fittings in/c trenching and refilling, cutting And making good the walls etc. as per chap CPWD specification and direction of the engineer – in – charge. A). External work ix) 100 mm dia nominal bore

1900

2411290

1269.1

... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 110 x 90 mm dia

10

2645

264.5

... More
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia

10

1254

125.4

... More
ii. 110 mm dia

10

1473

147.3

... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia 150 mm long

100

5440

54.4

... More
ii) 15 mm dia 225 mm long

30

1758

58.6

... More
Making road crossing by horizontal boring 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

50

23340

466.8

... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer-In-Charge. J. D.I flanged socketted tail piece. i. 125 mm dia

6

12054

2009

... More
K. D.I flanged spigotted tail piece. i. 125 mm dia

6

12064

2010.7

... More
Supplying ISI marked /Teparia make tools for water scheme. i) Sly Wrenches(12'')

2

626

313.01

... More
ii) Pipe Wrenge(14'')

2

667

333.58

... More
iii)125mm Dia Pliers(8'')

2

423

211.34

... More
iv) 150mm DiaScrew Driver(8'')

2

427

213.62

... More
v) Hacksaw frame with blade

2

220

110

... More
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep (inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.

4

56514

14128.5

... More
Providing and fitting fixing of 10000 Gph& 20 HP, 76 m head minimum 3star rating water lubricated submersible pump motor set of maximum 150/200 mm outlet dia with maximum 6(six) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts, 3-phase 50Hz AC supply and star-delta method of starting, alongwith 35m 1x2x3x10 sqmm joinless pvc 3(three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, stainer, coupling key, vertical non-return valve cum discharge case incluiding supplying of 10 Nos suitable guard with clips and nuts and volts, 2(two) pair MS column clamp incluiding installation of submersible pump and motor upto the depth of 100 ft by G.I. pipe (conforming to IS: 1239 medium class) as per direction of Engineer -in-charge conforming to terms and condition of contact (each pump with motor shall consist of stainless closed type impeller, C.I. bowl, C.I discharged case, pump shaft (stainless steel), bosh (bronze) ,shaft, sleeve (bronze/cromium) sand guird widening motor starter counter thrust plate, thrust plate, thrust bearing sagment etc. conforming to relavent BIS codes .

2

212941

106470.26

... More
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.

2

15695

7847.4

... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), current range 63 Amps, 415/500 Volt, L & T / Havell's/HPL make etc. complete as per specification and direction of the Engineer-in-charge. i) 200 Amps

2

28026

14012.8

... More
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. 50-63 amps

2

8597

4298.4

... More
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. 35HP/26 kw Relay range within 20-32 +10%

2

45046

22522.8

... More
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.

2

1910

954.8

... More
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.

2

3343

1671.4

... More
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.

2

426

212.8

... More
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. 20-50 kVr 440 V

2

1129

564.4

... More
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

2

512

256

... More
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 GI pipe

2

36984

18492

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

2

3328

1664.2

... More
Providing internal electrification of the pump house with1(one) 16 Amps. main switch 2(two) light points (inside and outside) one ceiling fan point with individual switch controlled by one standard size Switch board with proper earthing and complete wiring with 1.5 sq. mm. single core aluminum wire in/c the cost of wooden board, batten switch holders etc. complete.

2

1682

841

... More
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 150 mm dia GI pipe with 12 mm thick GI flange

2

12125

6062.5



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