Public Works Department Tender
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Costs
EMD
₹ 1,26,980Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_16016_4Tender No
E Tender 10 of R and B Division LehTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
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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 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 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 100 mm average
215.63
8692
1874465
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10,
including heating the bitumen, spraying the bitumen with mechanically operated
spray unit fitted on bitumen boiler, cleaning and preparing the existing road
surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
5550
78
434454
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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
5550
281
1562714
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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 100 sqm of road surface, including rolling and finishing with road roller all complete.
5550
104
581030
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil
396
722
286173
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Carriage of material from source to side of work by M.T Earth an avg lead 01 km
396
168
66754
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