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 Date30 Aug 2024
Tender Amount₹ 22,35,000
Costs
EMD
₹ 44,700Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_255794_1Bid Award Id
ViewTender No
e-NIT No. 40 of 2024-25 Dated. 08-08-2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
3.75
28284
7542.4
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.42
29208
6608.35
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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10.64
75454
7091.6
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)
17.82
152411
8552.85
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
3.44
30756
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: :1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
6.43
60819
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)
4.69
23184
4943.4
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
101.96
26744
262.3
Extra for shuttering in circular work
59.96
3145
52.46
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
278.42
159771
573.85
Extra for shuttering in circular work
237.62
27271
114.77
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers
25.3
12722
502.85
Extra for shuttering in circular work
25.3
2544
100.57
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.
5.7
3622
635.6
Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls
12.4
3004
242.3
Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
64.85
135328
2086.8
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel
3170
251222
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)
349.98
120305
343.75
Extra for shuttering in circular work
294.18
10105
34.35
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. 40mm thick with 20 mm nominal size stone aggregate.
56.1
25909
461.85
Cover L.D. Rectangular 455x610mm with frame
5
6375
1275
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
34.5
81280
2355.95
Carriage of stone from nearest source to site of work at an average distance of 01 Km by Head Load. Qty 85% Only.
29.32
32339
1102.98
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
201.67
18513
91.8
Providing an dfixing of PGI Sheet Lump sump
227.97
11398
50
Carriage of Material from nearest source to road side of work at an avg. distance 120 Km by Machanical Transport. Cement
28.69
30956
1078.99
Steel
3.17
3420
1078.99
Carriage of Material from nearest source to road side of work at an avg. distance 25 Km by Machanical Transport. Agg. 20mm
45.89
18035
393.02
Carriage of Material from nearest source to road side of work at an avg. distance 06 Km by Head Load. Cement
6.13
11962
1951.4
Steel
0.07
293
4192.12
Agg. 20mm
7.78
38212
4911.58
Carriage of Material from nearest source to road side of work at an avg. distance 01 Km by Head Load. Cement
22.56
9033
400.4
Steel
3.1
2666
860.12
Agg. 20mm
38.11
35731
937.58
Carriage of Material from nearest source to road side of work at an avg. distance 10 Km by Head Load. Sand
17.66
142883
8090.78
Carriage of Material from nearest source to road side of work at an avg. distance 05 Km by Head Load. Sand
30.51
125602
4116.78
Carriage of Material from nearest source to road side of work at an avg. distance 02 Km by Head Load. Agg. 40mm
18.59
34814
1872.76
Carriage of Pipes from road side of work by Head Load for an av. Distance 1.50 km of including loading unloading and stacking.
2.33
1633
700.5
Earth work in excavation by manual means in trenches for foundations, rains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm 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 soil :
108.9
47480
436
Laying and fitting of G.I pipes(all classes) complete excluding cost of pipes, fittings and earthwork.65 mm dia. nominal bore
400
29220
73.05
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.
76.23
12497
163.95
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