Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date3 Aug 2021
Closing Date18 Aug 2021
Tender Amount₹ 86,70,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PHE_132869_4Bid Award Id
ViewTender No
enit38/phek/2021-22Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
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Providing and laying dry stone soling hand packed
31.91
-
616.4
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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 1:4:8 mix
18.55
-
4419.85
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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)
35.08
-
7091.6
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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)
36.01
-
8552.85
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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)
6.27
-
8953.95
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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)
11.46
-
9458.65
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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 1:2:4 mix
57.83
-
5877.45
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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
8000
-
79.25
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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)
522
-
57.9
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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
2459
-
92.85
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Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
235.09
-
262.3
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts.
15
-
680.15
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
292.29
-
573.85
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Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams, plinth beams, girders, bressumers and cantilevers
18.57
-
502.85
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Centering and shuttering including strutting, propping etc. and removal of form for Dome exceeding 6 mtr span
91.5
-
3095.25
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms
5.36
-
635.6
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Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls under 20cm
17.6
-
242.3
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Extra for Centering and shuttering including strutting, propping etc. and removal of form for circular work a) Walls of SR
244.29
-
114.77
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b) Raft of SR
10.83
-
52.46
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c) Beam of SR
18.57
-
100.57
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CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
588.7
-
260.05
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1531.68
-
198.7
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
174.6
-
733.5
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two more coats on new work
174.6
-
121.95
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Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 150mm DI Pipe K-7
100
-
1581.25
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Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100mm dia DI pipe K-7
2500
-
1108.15
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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) light 80mm dia nominal bore
700
-
773.15
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50mm dia nominal pipe
400
-
477.5
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40mm dia nominal bore
600
-
386.05
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25mm dia nominal bore
600
-
249
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20mm dia nominal bore
800
-
182.65
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15mm nominal bore
500
-
144.4
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore
29
-
666.25
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50-80 mm nominal bore
12
-
1268.75
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Carriage of material from source to dumping site by means of mechinical transport. Stone soling for an avg distance of 10 Kms
31.91
-
287.32
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Stone agg 40mm nominal size for 35 Kms
16.7
-
519.91
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Stone agg 20mm nominal size for 35 Kms
132
-
479.42
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Sand for an Avg of 30 Kms
83.17
-
436.22
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Cement and steel for an avg distance of 10Kms
72.56
-
217.09
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Extra carriage of materials from road site to actual site of work for an avg distance of 500 mtr. Stone solling
31.91
-
635.48
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Stone agg 40mm nominal size
16.7
-
583.96
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Stone agg 20mm nominal size and sand
215.17
-
540.18
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Cement
60.41
-
245.29
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Steel
10.46
-
526.92
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