Public Works Department Tender
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Costs
EMD
₹ 1,57,800Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Link Road From Chorgok To Pemay Folong Road Ney ( By Way Of Gsb, Wbb, Bm And Ogpc Side Drain Etc )
Description
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Contact
Tender Id
2025_PWD_15661_1Tender No
E Tender 186 of R and B Division LehTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
600
1869
1121418
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
6000
52
313740
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Providing and laying Dense Graded Bituminous Macadam 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 equiped 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 specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
200
9038
1807654
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2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG- 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
6000
281
1689420
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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100sqm of road surface, including rolling and finishing with road roller all complete.
6000
104
628140
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Earth work in excavation by manual means over are as (exceeding30cm indepth, 1.5m in width as well as10sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift upto 1.5m, as directed by Engineer-in charge.
All kinds of soil
38.21
548
20970
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Dry stone pitching any thickness excluding cost of stone on horizontal .
8.41
537
4522
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
46.7
6606
308504
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Carriage of material lead Cement lead 55 km
10.27
626
6431
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Sand lead 30 km
21.94
384
8427
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Aggregate lead 30 km
41.55
384
15959
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Soiling stone lead 10 km
8.41
319
2687
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