Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date4 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 17,72,000
Costs
EMD
₹ 35,440Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PHE_269606_2Bid Award Id
ViewTender No
e-NIT No. 79 of 2024-25 Dated. 04-01-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
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Carriage of G.I Pipes from road side to site of work by manual labour for an average distance of by 02 Km Head Load.
3.9
387
1511.41
... 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%
938.54
436
409203.44
... More
30% Ordinary Rock
402.23
841
338516.77
... More
Laying and fitting of HDEP pipes complete with fittings excluding trenching and refilling etc. (external work) 63mm dia
5000
37
189000
... More
Laying and fitting of G.I pipes (all classes) complete excluding cost of pipes fittings and eart work 40mm dia
100
40
4080
... More
32mm dia
300
30
9195
... More
25mm dia
1400
30
42910
... 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.
938.54
163
153873.63
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Earth work in excavation by manual in trenches for foundation ,drains,pipes,cables etc.(not exceeding 1.5m in width)and for shafts,wells,cesspits and the like not exceeding 10sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth as directed (All kinds of soils )
35.22
539
18995.91
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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 up to plinth level.1:4:8( 1 cement : 4 coarse sand : 8 graded stone aggregate; 40mm normal size)
6.82
4419
30143.38
... More
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.36
8552
20184.73
... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.27
7091
1914.73
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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 upto plinth level
2.09
7192
15031.39
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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
3.41
8457
28839.22
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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)
1.01
8953
9043.49
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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)
0.84
9458
7945.27
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
6.55
4943
32379.27
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Dumping of stones in Horizontal on level including cost of stones
6.86
616
4228.5
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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.
805.8
79
63859.65
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
37.21
262
9760.18
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Extra for shuttering in circular work
37.21
52
1952.04
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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
87.62
573
50280.74
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Extra for shuttering in circular work
68.54
114
7866.34
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Centering and shuttering including strutting, propping etc. and removal of form for: 5 Lintel, beams, plinth beams, girders, bressumers and cantilevers
6.2
502
3117.67
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Extra for shuttering in circular work
6.2
100
623.53
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
8.81
2086
18384.71
... 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)
110.16
343
37867.5
... More
Extra for circular work
91.08
34
3128.6
... More
Suspended floors, roofs, landings, balconies and access platforms.
3.38
635
2148.33
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Edges of slabs and breaks in floors and walls Under 20 cm wide
8.1
242
1962.63
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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 M.S. angles 40x40x6mm for diagonal braces
1.08
4189
4524.77
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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/10sqm)
24.35
91
2235.33
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone 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
25.41
505
12832.05
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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 Hard drawn steel wire fabric
100
92
9285
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Providing and fixing of PGI Sheet Lump Sump
60.89
50
3044.5
... More
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
36.32
57
2102.93
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Providing and fixing Plain PVC Bend (ISI) of required degree 110mm Dia (LMR)
4
178
712
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Carriage of Cement from nearest source to road side from Avvg. Of 65 km by M.T
7.71
656
5062.31
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Carriage of Steel from nearest source to road side from Avvg. Of 65 km by M.T
0.81
656
531.84
... More
Carriage of Sand from nearest source to road side from Avvg. Of 10 km by M.T
12.14
244
2964.83
... More
Carriage of 20mm Agg. from nearest source to road side from Avvg. Of 10 km by M.T
12.3
244
3003.91
... More
Carriage of 20mm Agg. from nearest source to road side from Avvg. Of 20 km by M.T
2.55
349
892.04
... More
Carriage of 40mm Agg. from nearest source to road side from Avvg. Of 10 km by M.T
6.07
265
1611.34
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Carriage of material from road side to site of work for an av. Distance of 05 km by head load. Cement=
1.56
1641
2560.27
... More
Steel=
0.24
3525
846.17
... More
Sand=
2.02
4116
8315.9
... More
Agg 20mm=
2.55
4116
10497.79
... More
Agg 40mm=
0.95
4450
4227.84
... More
Carriage of material from road side to site of work for an av. Distance of 02 km by head load. Cement=
6.15
710
4370.19
... More
Steel=
0.57
1526
870.12
... More
Sand=
10.12
1732
17531.69
... More
Agg 20mm=
12.3
1732
21308.27
... More
Agg 40mm=
5.12
1872
9588.53
Evaluation Notes How It Works ?
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