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 Date30 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 23,09,000 
Notes
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Costs

Summary

Construction Of Civil Works Under Wss Bakore Under Jjm

Description

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BOQ Items

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Providing of knitted wire crates of size 6mtrx1.5mtrx1.5mtr including carriage of crates/Crate Wire

17

6000

102000

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Earth work in bulk excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil

61.58

539

33213.17

... More
Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.)

18.5

4419

81767.23

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

33.32

4943

164714.09

... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.

9.96

7192

71632.82

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Providing and laying in position ready mixed M-25grade concrete for reinforced cement concrete work weigh batched, using cement content as per approved design mix using weigh batcher attached with concrete mixer with or without hopper at site of work as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.All works above plinth level upto floor level V

14.19

8457

120008.38

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Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.

24.15

101

2456.06

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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 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 20mm nominal size)

3.93

8953

35189.02

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Reinforcement 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 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

3.49

9458

33010.69

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

2700

79

213975

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Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

80.24

262

21046.95

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Extra for shuttering in circular work

80.24

52

4209.39

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Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

192.22

573

110305.45

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Extra for shuttering in circular work

192.22

114

22061.09

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

33.31

502

16749.93

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Extra for shuttering in circular work

33.31

100

3349.99

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Extra for Centring and shuttering including strutting, propping etc. for: Arches, domes, vaults upto 6 mtrs span.

34.96

2086

72954.53

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Structural steel work 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.Welded

41.1

92

3816.14

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12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)

216.87

325

70580.34

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Extra for plastering on circular work not exceeding 6m in radius: In one coat

216.87

34

7449.48

... More
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement

193.23

57

11188.02

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Providing and fixing S.C.I. S & S 100 mm dia bend

4

265

1060

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Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S

4

264

1056

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Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 100mm dia (Medium)

1350

107

145395

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, , lead upto 50 m and lift upto 1.5 m.

528.77

163

86691.84

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Welding, including transportation of plant at site etc. complete By electric plant

5000

6

30750

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Carriage of G.I / D I pipes from Procurement stores by Mechanical Transport to site of work including cost for loading and unloading for an av. distance of Procurement to Division Store and store to site of work average distance 60km by MT & 500 by H.L

16.88

927

15656.03

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Providing laying and Fitting of G.I Pipe 100 mm dia for inlet and outlet

18

1264

22758.48

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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/10 Sqm

127.31

91

11687.06

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

73.42

198

14588.55

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Banking excavated earth in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5 m in All kinds of soil: exlcluding cost of watering, rolling etc

340.21

390

132886.03

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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded 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. 50 mm thick with 20mm nominal size stone aggregate.

52.13

505

26325.65

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Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm 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 M.S. angles 40x40x6mm for diagonal braces as in manhole cover on top of the dome/spring cover with locking arrangement.

0.36

4352

1567.06

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Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)

127.39

50

6369.5

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Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10km by MT

42.85

244

10464.83

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Carriage of Earth from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 5km by MT and 50 mtr by H.L

340.21

406

138373.61

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Carriage of Stone Aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10km by MT

58.58

244

14306.41

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Carriage of Stone Aggregate (Crushed) above 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10km by MT

16.46

265

4369.47



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