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 Date16 Aug 2024
Closing Date23 Aug 2024
Tender Amount₹ 7,90,000
Costs
EMD
₹ 15,800Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_257613_1Bid Award Id
ViewTender No
e-NIT No. 46 of 2024-25 Dated. 16-08-2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
30% Ordinary Rock
117.22
98652
841.6
Laying and fitting of G.I pipes complete with fittings excluding trenching and refilling etc. (external work) 50 mm dia
1000
53600
53.6
40 mm dia
100
5090
50.9
32 mm dia
500
19255
38.51
20 mm dia
500
12505
25.01
15 mm dia
300
7155
23.85
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.
256.36
42030
163.95
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 )
39.72
21422
539.35
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)
3.95
17458
4419.85
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
2.7
19418
7192.05
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
4.5
38057
8457.25
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)
0.83
7431
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)
1.53
14471
9458.65
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)
2.77
13693
4943.4
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.24
1522
6344.25
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
32.63
8558
262.3
Extra for shuttering in circular work
28.31
1485
52.46
WallS inner WallS outer
59.94
34396
573.85
Extra for shuttering in circular work
59.94
6879
114.77
Centering and shuttering including strutting, propping etc. and removal of form for: 5 Lintel, beams, plinth beams, girders, bressumers and cantilevers
7.69
3866
502.85
Extra for shuttering in circular work
7.69
773
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
Suspended floors, roofs, landings, balconies and access platforms.
1.6
1016
635.6
Edges of slabs and breaks in floors and walls Under 20 cm wide
6.4
1550
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.
769.6
60990
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)
81.72
28091
343.75
Extra for circular work
81.72
2807
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
17.92
8276
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.
2.76
11563
4189.6
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
7.88
18564
2355.95
Carriage of Stone from source to site of work for an av. Distance of 01 Km. by head load.
6.69
7378
1102.98
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
46.75
4291
91.8
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)
110.45
6395
57.9
Providing and fixing of PGI Sheet lump sump
52
4056
78
Carriage of Cement from nearest source to road side from Avvg. Of 25 km by M.T
5.85
2044
349.39
Carriage of Steel from nearest source to road side from Avvg. Of 25 km by M.T
0.77
269
349.39
Carriage of Sand from nearest source to road side from Avvg. Of 42 km by M.T
8.4
4535
539.9
Carriage of Agg. 20mm from nearest source to road side from Avvg. Of 42 km by M.T
10.94
5906
539.9
Carriage of material form roadside to site of work by manual means Cement=
5.85
2342
400.4
Steel=
0.77
662
860.12
Sand=
8.4
7875
937.58
Agg 20mm=
10.94
10257
937.58
Agg 40mm=
3.51
3557
1013.56
Evaluation Notes How It Works ?
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