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 Date8 Aug 2024
Closing Date4 Sep 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_255872_1Bid Award Id
ViewTender No
e-NIT No 41 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
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
84844
8552.85
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
14774
8953.95
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
14566
9458.65
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
4.19
1099
262.3
Extra for shuttering in circular work
4.19
219
52.46
Suspended floors, roofs, landings, balconies and access platforms.
6.85
4353
635.6
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
75834
573.85
Extra for shuttering in circular work
59.95
6880
114.77
Centering and shuttering including strutting, propping etc. and removal of form for: 5 Lintel, beams, plinth beams, girders, bressumers and cantilevers
7.7
3871
502.85
Extra for shuttering in circular work
7.7
774
100.57
Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
15.7
32762
2086.8
Edges of slabs and breaks in floors and walls Under 20 cm wide
21.4
5185
242.3
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
107304
79.25
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
48764
343.75
Extra for circular work
69.66
2392
34.35
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
7990
461.85
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
7541
4189.6
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
9.6
22617
2355.95
Carriage of Stone from source to site of work for an av. Distance of 01 Km. by head load.
8.16
9000
1102.98
Providing and fixing of PGI Sheet lump sump
53
2650
50
Carriage of Cement from nearest source to road side from Avvg. Of 40 km by M.T
9.37
4353
464.59
Carriage of Steel from nearest source to road side from Avvg. Of 40 km by M.T
1.35
627
464.59
Carriage of Sand and bajree from nearest source to road side from Avvg. Of 35 km by M.T
26.98
12934
479.42
Carriage of material from road side to site of work for an av. Distance of 02 km by head load. Cement=
9.37
6658
710.6
Steel=
1.35
2060
1526.52
Sand=
11.66
20199
1732.38
Agg 20mm=
15.32
26540
1732.38
Carriage of material from road side to site of work for an av. Distance of 01 km by head load. Agg 40mm=
4.19
4246
1013.56
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
15304
2230.99
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
3463
504.9
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
118417
436
Providing Laying & Fitting of G.I Pipe complete with G.I Fittings excluding trenching & refilling etc. 50mmdia
350
167125
477.5
40mm dia
100
38605
386.05
32mm dia
700
208705
298.15
25mm dia
1400
348600
249
15mm dia
500
72200
144.4
Providing & Fixing of Main Hole Cover (0.61x0.61)
1
1275
1275
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
31170
163.95
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