Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date17 Dec 2024
Closing Soon30 Dec 2024
Tender Amount₹ 13,74,641 
Notes
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Costs

Summary

Deep Drilling Development And Stabilization Of Tube Well Upto 270 Mtr Bgl By Rotarty Method At Sector 3 Opposite Bjp (hq) Near The House Or Dr. Jatinder Singh Trikuta Nagar Under U.t. Capex.

Description

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BOQ Items

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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.

5.76

4943

-

... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cementconcrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to the 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 imparing strength and durability as per diroction of Engineer-in-charge. All works upto plinth level.

10.5

7192

-

... 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 the 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 imparing strength and durability as per diroction of Engineer-in-charge. All works above plinth level upto floor V level.

15.71

8457

-

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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. (Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ 976.70/QTL (As per SSR 2020). However no extra shall be paid for high quality of cement used as per design mix.

26.21

101

-

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Reinforcement cement concrete work in beamsSuspended roof having slope utpto 15° landing , balconiesd, shalves , chajjas, lintels, bands,plain windows sills, staircase and spiral staircases upto five 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)

2.59

8953

-

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Reinforcement cement concrete works in arches. ribs, domes, vaults shells ,folded plates amd roofs having slops more than 15 degree upto floor five level including curing but excluding the cost of centring and shuttering finishing and reinforcement with 1:1.5: 3 ) ( 1 cemet 1.5 coarse sand :3 stone aggregate 20 mm nominal size)

5.08

9458

-

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

3050

79

-

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

43.56

262

-

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Extra for shuttering in circular work (20% of respective centering and shutering

43.56

52

-

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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.

156.23

573

-

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Extra for shuttering in circular work (20% of respective centering and shutering

156.23

114

-

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

18.57

502

-

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Extra for shuttering in circular work (20% of respective centering and shutering

18.57

100

-

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Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span

51.15

2086

-

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12mm thick Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 coarse sand)

204.65

343

-

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Extra plaster on circular work not exceeding 6.0 M radious.

204.65

34

-

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cement concretre flooring in 1:2::4 (1;cement : 2 coarse sand : 4 grade stone aqggregate ( finsihed with a floatingh coat of neat cement including cemet slurry and curing complete, but exckuding the ciost of noising of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate

27.94

461

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

210

57

-

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Providing and fixing CI manhole cover with frame (600x 450 mm)

1

1275

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Supply of G.P.Sheet 1.25 mm thick at construction of joints during complete work.

160

50

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Supply of G.I.Bend 100 mm dia with MS plate including cutting welding and fixing in position complete.

4

1000

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Supply of 110 mm dia bends for air purpose in dome.

4

77

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Providing and fixing of GI pipes complete with GI fitting excluding trenches and refilling etc (external work) 100 mm dia (Medium) nominal bore.

25

1234

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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

55.2

133

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Refilling available excavated earth in trenches plinth sides of foundation etc.layers not exceeded 20 cm depth

43.56

163

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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

128.12

91

-

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Laying in position centrifugally Cast Iropn S& S of flanagd pipe (excluding cost of of pipes)

12.71

245

-

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Supply of M.S.pipe 250 mm dia

1271.7

88

-

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welding including transportation plant at site etc.complete by electric

1724

6

-

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Providing and fixing of CI sluice valves (with cap) complete with bolts, nuts, rubber inserations etc. (the tail piece if required will be paid separately). 150 mm class II

5

6508

-

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Disposal of mulba 10 KM by Mechanical Transport.

1.96

305

-

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Carriage of sand a by an average distance of 4 KM by Mechanical Transport.

26.57

165

-

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Carriage of Stone aggrgate below 40 mm by an average distance of 4 KM by Mechanical Transport.

34.9

165

-

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Carriage of Stone aggrgate above 40 mm by an average distance of 4 KM by Mechanical Transport.

12.03

179

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Carriage of sand by Head load including loading, and unloading for distance of 300 M

26.57

381

-

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Carriage of Stone aggrgate below 40 mm by Head loading for an average distance of 300 M

34.9

381

-

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Carriage of Stone aggrgate above 40 mm by Head load for an average distance of 300 M

12.03

412

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