Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date29 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 16,17,000
Costs
EMD
₹ 32,340Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_262695_1Bid Award Id
ViewTender No
e-NIT No. 54 of 2024-25 Dated. 29-10-2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
... 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. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
9.92
8552
84844.27
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto15 degrees landings balconies, shelves, chajjas ,lintels ,bands plain window sills, staircases and spiral stairs cases upto floor five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with. 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)
1.65
8953
14774.02
... 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)
1.54
9458
14566.32
... More
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
4.19
262
1099.04
... More
Extra for shuttering in circular work
4.19
52
219.81
... More
Suspended floors, roofs, landings, balconies and access platforms.
6.85
635
4353.86
... More
Cantering and shuttering including strutting, propping etc and removalof form work for:-(Extera for shuttering in circular work (20% of respective centering and shuttering items) WallS ineer and WallS outer
132.15
573
75834.28
... More
Extra for shuttering in circular work
59.95
114
6880.46
... More
Centering and shuttering including strutting, propping etc. and removal of form for: 5 Lintel, beams, plinth beams, girders, bressumers and cantilevers
7.7
502
3871.95
... More
Extra for shuttering in circular work
7.7
100
774.39
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
15.7
2086
32762.76
... More
Edges of slabs and breaks in floors and walls Under 20 cm wide
21.4
242
5185.22
... More
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and medium Tensile Steel bars.
1354
79
107304.5
... More
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)
141.86
343
48764.38
... More
Extra for circular work
69.66
34
2392.82
... More
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but cyring compleate butexcluding the cost of nosing of steps etc. complete. 40mm thick 20mm nominal size stone aggregate
17.3
461
7990.01
... 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.
1.8
4189
7541.28
... More
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
9.6
2355
22617.12
... More
Carriage of Stone from source to site of work for an av. Distance of 01 Km. by head load.
8.16
1102
9000.32
... More
Providing and fixing of PGI Sheet lump sump
53
50
2650
... More
Carriage of Cement from nearest source to road side from Avvg. Of 40 km by M.T
9.37
464
4353.21
... More
Carriage of Steel from nearest source to road side from Avvg. Of 40 km by M.T
1.35
464
627.2
... More
Carriage of Sand and bajree from nearest source to road side from Avvg. Of 35 km by M.T
26.98
479
12934.75
... More
Carriage of material from road side to site of work for an av. Distance of 02 km by head load. Cement=
9.37
710
6658.32
... More
Steel=
1.35
1526
2060.8
... More
Sand=
11.66
1732
20199.55
... More
Agg 20mm=
15.32
1732
26540.06
... More
Carriage of material from road side to site of work for an av. Distance of 01 km by head load. Agg 40mm=
4.19
1013
4246.82
... More
Carriage of G.I Pipes from Jammu to road side of work by Mechanical Transport for an av. Distance 270 km of including loading unloading and stacking.
6.86
2230
15304.59
... More
Carriage of G.I pipes from road side to site of work by manual labour for an average distance of by Head Load. 01 Km G/main
6.86
504
3463.61
... More
Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sq meter on plan including disposal of earth to be leveled and neatly dressed 25m (All kinds of soils ) 70%
271.6
436
118417.6
... More
Providing Laying & Fitting of G.I Pipe complete with G.I Fittings excluding trenching & refilling etc. 50mmdia
350
477
167125
... More
40mm dia
100
386
38605
... More
32mm dia
700
298
208705
... More
25mm dia
1400
249
348600
... More
15mm dia
500
144
72200
... More
Providing & Fixing of Main Hole Cover (0.61x0.61)
1
1275
1275
... 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 etc.
190.12
163
31170.17
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