Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Mar 2023
Closing Date10 Apr 2023
Tender AmountRefer Documents 
Notes
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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.

28.79

25553

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 well burnt brick aggregate 20 mm nominal size)

7.14

62036

8686.1

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

25.19

241980

9607.7

... More
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)

1.08

9763

9039.5

... More
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)

7.14

76689

10737.8

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

9.12

2452

268.9

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

9.9

3145

317.7

... More
c) Weather shade Chajjas corbels etc. including edges.

3.91

1633

417.7

... More
d) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank

15.84

7323

462.3

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

135

49950

370

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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/ Cold twisted deformed steel bar

4533.48

354518

78.2

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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/ Cold twisted deformed steel bar

1479.96

115733

78.2

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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 )

19.76

175670

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 )

48.33

65879

1363.1

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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 )

1.95

19786

10136.49

... More
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.

1.95

818

419.1

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

357.24

62446

174.8

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Neat cement punning.

379.93

17135

45.1

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

45.66

6251

136.9

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15 mm cement plaster on the rough side of single or half brick wall of mix:

115.64

23521

203.4

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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.

92.4

8427

91.2

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Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)

36

5846

162.4

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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.

22

17831

810.5

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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. 2) 0.63mm thick with zinc coating not less than275gm/m2

35

30097

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 flats 30x6mm for diagonal braces and central cross piece.

7.92

26839

3388.8

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Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 150 mm dia

6

8486

1414.3

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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 works

17.82

1475

82.8

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Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer

54.67

4024

73.6

... More
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]on new work( two or more coats applied @ 3.84 kg/10 sqm) complete.

220.64

13569

61.5

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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

287.55

35340

122.9

... More
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.

5.4

4389

812.8

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Providing and fixing MS Grill of required pattern in frames of windows etc. With MS flat square or round bars etc. All complete. Fixed to steel windows by welding

108

13208

122.3

... More
Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & 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

3800

248140

65.3

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A).For UPVC pipes in new work a). in all kinds of soil i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia.

1800

142740

79.3

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B).For GI/CI/DI pipes in new work a). in all kinds of soil i). For pipes exceeding 90mm dia but not exceeding 300mm dia.

200

19960

99.8

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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. i).150 mm dia

11

1560

141.8

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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.150mm dia. (PN-1.6)

3

20902

6967.3

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ii.100mm dia. (PN-1.6)

1

4560

4559.7

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iii.80mm dia. (PN-1.6)

1

3418

3417.6

... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A) DI all socketted bend 90 iii) 100 mm dia

2

3291

1645.7

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iii) 150 mm dia

2

5304

2652

... More
B) DI all socketted bend 45 ii) 100 mm dia

2

3159

1579.7

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iii) 125 mm dia

2

4851

2425.6

... More
iv) 150 mm dia

2

5189

2594.4

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C) DI all socketted bend 22.50 ii) 100 mm dia

2

2030

1014.8

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iii) 125 mm dia

2

4425

2212.26

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iii) 150 mm dia

2

3948

1974.1

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F) DI all socketted TEE v) 150 x 150 x 100 mm dia

2

6567

3283.5

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vi) 150 X 150 X 150 mm dia

2

8508

4254.1

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G) DI Collar fiange socketted ii) 100 mm dia

2

3025

1512.4

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iii) 125 mm dia

2

4659

2329.7

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iv) 150 mm dia

2

4621

2310.4

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J) DI flanged socketted tail piece ii) 80 mm dia

2

2506

1253.1

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iii) 100 mm dia

2

2826

1412.8

... More
iv) 150 mm dia

3

5958

1986.1

... More
K) DI flanged spigotted tail piece ii) 80 mm dia

2

2503

1251.3

... More
iii) 100 mm dia

2

3111

1555.3

... More
iv) 150 mm dia

3

8180

2726.5

... More
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. i. 100 mm dia Ductile Iron Class K-7 pipes.

30

42516

1417.2

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ii. 125 mm dia Ductile Iron Class K-7 pipes.

30

52062

1735.4

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iii 150 mm dia Ductile Iron Class K-7 pipes.

140

277438

1981.7

... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge a)100mm dia.

6

215

35.9

... More
b)125mm dia.

6

217

36.1

... More
C)150mm dia.

26

1708

65.7

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

3

376

125.4

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ii. 110 mm dia

3

442

147.3

... More
iii. 140 mm dia

3

624

208

... More
iv. 40 mm dia

4

328

82

... More
v. 50 mm dia

4

347

86.8

... 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. 90 mm dia

5

1231

246.1

... More
ii. 110 mm dia

3

880

293.3

... More
iii. 140 mm dia

3

1145

381.6

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

5

1446

289.2

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ii. 110 x 110 mm dia

5

2376

475.1

... More
iii. 140 x 140 mm dia

5

3338

667.5

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

3

794

264.5

... More
ii. 140 x 110 mm dia

3

1048

349.3

... More
iii. 140 x 90 mm dia

2

649

324.5

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

2

626

313.2

... More
ii. 110 mm dia

2

841

420.6

... More
iii. 140 mm dia

2

1135

567.4

... 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. B. by manual means.

30

14004

466.8

... More
Providing and fixing G.I. pipes medium 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 works i. 15 mm dia. nominal bore

187.5

37031

197.5

... More
ii. 40 mm dia. nominal bore

25

10813

432.5

... More
iii. 50 mm dia. nominal bore

15

7737

515.8

... More
iv. 80 mm dia nominal bore

30

24246

808.2

... 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 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

600

43680

72.8

... More
ii. 50 mm OD

400

37000

92.5

... More
iii. 90 mm dia.

1800

396180

220.1

... More
iv. 110 mm dia

1200

362040

301.7

... More
ii. 140 mm OD

600

297060

495.1

... 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
Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required, as per CPWD specification and direction of the Engineer - in - charge. i. White glazed fire clay draining board of size 600 x 450 x 25mm

1

1208

1208.1

... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood 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 of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge.

1

771

771.4

... 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. ii. For 3-phase connection with 4.00 mtr. Long G.I. Pipe.

1

18492

18492

... More
Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell’s /BCH make etc. complete as per specification and direction of the Engineer-in-Charge. iii.63 amps

1

4995

4995

... 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. ii. 50 HP/37KW Relay range within 28-42 + 10%.

1

37198

37197.6

... More
Providing and fitting fixing of moving iron type, Range 0-100/ 0-200 amps ,96mmX96mm size AC Amps meter direct reading type(L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge.

1

1671

1671.4

... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge.

1

955

954.8

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

1

213

212.8

... More
Providing and fitting fixing with PVC insulated single core Multi strand 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. 10 sqmm

30

5328

177.6

... More
ii. 16 sqmm

30

7680

256

... More
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of 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,

1

4298

4298.4

... More
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. iii. 80 mm nominal bore.

1

3347

3346.9

... More
Providing & fixing G.I. Pipe complete with necessary holes(12mm dia) and clamp in/c cutting and making etc.(internal work). a). 50 mm nominal bore

40

14813

370.33

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

2

529

264.5

... More
ii. 65 mm dia.

2

617

308.3

... More
iii. 80 mm dia.

20

7044

352.2

... More
iv. 100 mm dia.

20

7918

395.9

... More
Providing and fitting, fixing of 8 KVR capacitor non-metallic conductor, re-inforcement Type complete with clamps (L&T/Crompton make) as per direction of Engineer-in-Charge.

1

2400

2400

... More
Providing and fitting, fixing of MS rest clamp for resting of whole assembly of the pump (550X100X10mm).

1

450

450

... 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-incharge ( G.I. pipe will be provided by the agency at his own cost & risk). i. For 50 mm dia G.I. pipe with 10 mm thick GI flange

1

2189

2188.7

... More
ii. For 65 mm dia G.I. pipe with 10 mm thick GI flange

1

2644

2643.6

... More
iii. For 80 mm dia G.I. pipe with 10 mm thick GI flange

12

38602

3216.8

... More
iv. For 100 mm dia G.I. pipe with 10 mm thick GI flange

12

53688

4474

... More
Providing & fitting fixing of 10000 GPH x 76.00 mtr head water lubricated submersible pump of maximum 150 mm outer dia. with maximum 10(ten) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts, 3 phase, 50 Hz, AC supply and star delta method of starting along with 70.00 mtr. PVC insulated 3 core flat Copper cable of 6.0 sqmm conforming to relevant IS code for submersible motor with all necessary equipments and fittings as required with suction case, strainer coupling key, vertical non-return valve cum discharge case as per direction of Engineer-in-charge

1

102300

102299.89

... More
Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge. i) 15 mm Dia

250

22550

90.2

... More
i) 40 mm Dia

5

1409

281.8

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

250

24625

98.5

... More
ii) 40 mm Dia

5

1506

301.2

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

250

17200

68.8

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

125

10963

87.7

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

250

13600

54.4

... 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) 15 x 15 x 15 mm dia

10

1078

107.8

... More
ii) 40 x 40 x 40 mm dia

10

2431

243.1

... More
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

10

2873

287.3

... More
ii. 50 mm dia with 15 mm dia opening

10

3048

304.8

... More
v. 90 mm dia with 15 mm dia opening

65

23095

355.3

... More
viii. 110 mm dia with 15 mm dia opening

20

8388

419.4

... More
xi. 140 mm dia with 15 mm dia opening

20

9370

468.5

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

125

37038

296.3

... More
Providing & fitting fixing of display board of JJM of size 12 inch x 8 inch (0.305 Mtr x 0.203 Mtr) with 12 mm MS Square Bar & 2 mm thick MS Sheet with necessary welding , painting, lettering & erected vertically in such a way bottom of the board shall be placed top of every hydrant post with 12 mm MS square bar stand etc complete as per specification & direction of the Engineer-in-Charge.

125

141875

1135

... More
Providing & fitting fixing of hoarding cum display board of JJM of size 8 feet x 6 feet (2.40 Mtr x 1.80 Mtr) with frame comprising of 40 mm dia GI Pipe (medium class) around the board , 2 nos 25 x 25 x 4 mm size MS Horaizontal stiffener centrally placed & 2 mm thick MS sheet (2.40 Mtr x 1.80 Mtr) with necessary welding , paining, lettreing & erected vertically in such a way bottom of the board shall be placed 900 mm 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 & direction of the Engineer-in-Charge.

1

23274

23274



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