Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Nov 2024
Closing Date18 Nov 2024
Tender Amount₹ 44,55,500
Costs
EMD
₹ 89,110Document Cost
₹ 1,100Tender Fee
Refer Documents
Summary
Construction Of Bypass Road From Naraspora To Forest Check Post Budgam Via Fund Office Budgam.
Description
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Contact
Tender Id
2024_PWDJK_263726_1Bid Award Id
ViewTender No
NIT_No_69_MDB of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Supply and stacking at site Stone screening of size 13.2 mm nominal size (Type A).
50.06
1204
60279.75
Supply and stacking Moorum (binding material).
23.42
668
15666.81
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
292.75
768
224875.91
Providing and laying of RCC spun pipes for cross drainages including excavation of trenchesupto required depth and jointing of pipes with cement slurry and jute yarn including all carriages and providing of proper sand cushion over the pipe surface complete including cost of pipes, leads, lifts carriages complete including dewatering if any (9" dia)
53.65
2000
107300
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base /base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
58.55
1885
110422.37
Providing and applying Prime/tack coat using hot straight run bitumen of VG-10 including heating the bitumen sprayingf the bitumen by mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the road surface to remove all dirt, dust, mud, etc and finally brooming the surface as per required specificationsto IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.
780.67
74
58042.81
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 mm average compacted thickness with bitumenof grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Drum Type Hot Mix Plant of 60-90 TPH capacity. (laid with mechinical paver)
39.03
8590
335304.78
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity (laid with mechinical paver)
780.67
293
228814.38
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7mm size (Passing 11.2mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete (laid with mechanical paver).
780.67
101
79159.94
Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables/Katcha Drains 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.
543.76
256
139664.76
Supplying and laying of quarry stone soling hand packed tightly incl ramming watering and filling of interstices incl all carriage complete job
18.86
1000
18860
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)
9.63
5202
50103.93
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
106.17
5733
608672.61
Centering and shuttering including strutting, propping etc. and removal of form work
371.74
286
106447.75
12mm Cement plaster of mix 1:6 (1 Cement: 6fine Sand)
127.79
266
34017.7
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.25mm thick with 12.5 mm nominal size stone aggregate.
46.47
409
19017.85
Carriage of material by M/T
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-
-
Stone agg. 63-45mm size from at an avg. lead of 10Km
338.13
303
102554.83
Screening from at avg. lead of 10km
50.06
279
13968.74
Moorum from at avg. lead of 10km
23.42
279
6535.12
Good Earth at avg lead 05km
1546.74
250
388108
Stone agg. 40mm and 20mm size from at an avg. lead of 5Km
105.26
200
21129.89
Sand from at avg. lead of 5km
54.16
200
10872.08
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