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 Date1 Jan 2024
Closing DateCancelled
Tender Amount₹ 13,52,000 
Notes
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Costs

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)

1.19

5882

4943.4

... More
providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all works upto plinth level in 1:2:4   20 mm nominal size 

4.09

24038

5877.45

... More
Supply of Boulders.

1.3

518

400

... 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, retardsettingofconcrete,improveworkability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately.All works upto plinth level.

10.33

74293

7192.05

... 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, retardsettingofconcrete,improveworkability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately.All works upto plinth level.

17.28

146141

8457.25

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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete (1 Cement : 6 coarse sand)

34.86

153401

4400.5

... More
Reinforcement cement conc. Work in beams, suspended floors, roofs having slope upto 15 degree upto floor five level excluding cost of centering shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

3.81

34114

8953.95

... More
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-500 or more

3141.75

248983

79.25

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

51.35

13469

262.3

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

15.39

9781

635.6

... More
Centering 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.

14.98

8596

573.85

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Edges of slabs and breaks in floors and walls under 20 cm wide

22.1

5354

242.3

... More
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

1102.18

146920

133.3

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Supply and placing in position of Coal at site all works complete

16.73

7394

442

... More
Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir. (NSR)

1.56

2340

1500

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Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source to be indentified by Engineer Incharge. (NSR)

1.56

936

600

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Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance ) (NSR) 150mm dia

3

30000

10000

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Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 150 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150x150 mm size etc. complete excluding cost of pipe.

40

49398

1234.95

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Cement concrete flooring 40mm thick in 1:2:4 mix ( 1 cement : 2 Sand : 4 Aggregate)

11.88

5486

461.85

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12mm cement plaster on wall of mix 1:4 coarse sand

52.78

13725

260.05

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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

52.78

4845

91.8

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Providing v-screen sheet at intake chamber

2.7

8100

3000

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Providing & Fixing G.I chain link fencing of required width in mesh size 50 x 50 mm incl strengthning with 2mm dia wire or nut bolts  and washers as required complete in mde of GI wire 4 mm chain link

53.28

39080

733.5

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Carriage of Sand from source (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 of MT 20 Km

29.68

10382

349.82

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Carriage of Sand from source (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 of H/L 03 Km

29.68

75006

2527.18

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Carriage of Bajri from source (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 of MT 20 Km

28.22

9871

349.82

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Carriage of Bajri from source (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 of H/L 03 km

28.22

71317

2527.18

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Carriage of Bajri 40mm from source (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 of MT 20 Km

2.95

1121

380.26

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Carriage of Bajri 40mm from source (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 of H/L 03 km

2.95

8059

2731.96

... More
Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and organic matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm from source (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 of MT 350 Km

1.56

4993

3201.02

... More
Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and organic matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm from source (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 of H/L 03 Km

1.56

3942

2527.18

... More
Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source (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 mechanical transport 20 Km

1.56

545

349.82

... More
Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source (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 and H/L 03 Km

1.56

3942

2527.18

... More
Carriage of Cement from division head quarterf from source (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 Mechanical Transport 40 Km

14.67

6815

464.59

... More
Carriage of Cement from division head quarterf from source (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 03 Km

14.67

14975

1020.8

... More
Carriage of Steel from division head quarterf from source (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 Mechanical Transport 40 Km

3.14

1458

464.59

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Carriage of Steel from division head quarterf from source (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 H/L 03 Km

3.14

6885

2192.92

... More
Carriage of Stone from available source to site of work by head load for an average distance of 500mtrs.

30.92

19649

635.48

... More
Carriage of Coal from neearest source to roadside/dumping place of work to be identified by Engineer Incharge by MT for an avg. distance of 280 Km.

1.67

4957

2968.59

... More
Carriage of Coal from neearest source to site of work t by Head Load for an avg. distance of 03 Km.

1.67

3938

2358.67



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