Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Aug 2024
Closing Date23 Aug 2024
Tender Amount₹ 7,50,000 
Notes
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Costs

Description

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BOQ Items

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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

7.34

69002

9395.7

... 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 five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size

0.99

9733

9821.85

... More
Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

2.23

23172

10377.15

... More
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

3

17172

5733.6

... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

0.24

1705

7104.35

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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate

20.56

10490

510.25

... More
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

30.18

8641

286.35

... More
Extra for shuttering in circular work 20%

25.86

1480

57.27

... More
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc

97.92

61587

628.95

... More
Extra for shuttering in circular work 20%

97.92

12317

125.79

... More
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

9.59

5540

577.55

... More
Extra for shuttering in circular work 20%

9.59

1108

115.51

... More
Arches, domes, vaults upto 6 m span

22.61

51573

2281.2

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Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.

1.6

1149

718.2

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Edges of slabs and breaks in floors and walls

6.4

1678

262.2

... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars

1138.8

140300

123.2

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CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)

107.33

39792

370.75

... More
Extra for shuttering in circular work

107.33

4057

37.8

... More
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, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece

2.68

14307

5338.5

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Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

78.88

7789

98.75

... More
Providing and mixing water proofing material in cement concrete work in doses by 17 weight of cement as per manufacturer's specification. (1 kg of water proofing material in 50 kg of cement)

114.13

7190

63

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Providing and fixing of PGI Sheet Lump Sump

93.26

4663

50

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Carriage of G.I Pipes from Nearest Market to road side of work by machanical Transport 240 Km.

0.75

1891

2522.53

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Carriage of G.I Pipes from road side to site of work by Head Load 0.50 Km.

0.75

255

340.01

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits, and the like not exceeding 10 sqm on plan , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. A.K.OS

16.65

7980

479.3

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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore

100

43465

434.65

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25 mm dia. nominal bore

210

65509

311.95

... More
Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering, lead upto 50 mm and lift upto 1.50 mm 70%.

11.66

2104

180.55

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Carriage of Cement from nearest source (to be identified by engineer in charge) to road site (To be identified by engineer in charge) including cost for loading and unloading.for an av, distance by Mechanical Transport 05Km

8.91

1589

178.43

... More
Carriage of Steel from nearest source (to be identified by engineer in charge) to road site (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance by Mechanical Transport 30 Km.

1.14

203

178.43

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Carriage of Sand from nearest source (to be identified by engineer in charge) to road site (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance by Mechanical Transnort 30Km

12.33

6413

520.34

... More
Carriage of Bajree from nearest source (to be identified by engineer in charge) to road site (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance by Mechanical Transnort 30 Km

15.74

8188

520.34

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Carriage of Bajree 40mm from nearest source (to be identified by engineer in charge) to road site (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance by Mechanical Transnort 30 Km

5.71

3232

565.64

... More
Carriage of Cement from road side (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by H/L 0.50 Km

8.91

2401

269.67

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Carriage of Steel from road side (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by H/L 0.50 Km

1.14

659

579.28

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Carriage of Sand from road side (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by H/L 0.50 Km

12.33

7319

593.88

... More
Carriage of Bajree from road side (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by H/L 0.50 Km

15.74

9345

593.88

... More
Carriage of Bajree 40mm from road side (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by H/L 0.50 Km

5.71

3668

642.01



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