Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date25 Jul 2019
Closing Date31 Jul 2019
Tender Amount₹ 16,98,000
Costs
EMD
₹ 33,960Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDJK_79424_1Bid Award Id
ViewTender No
56/2019-20/RnB/Kul /3507-27 Dated 23-07-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Supplying and stacking of stone screenings / Chippings at site, including all carriage. Of size (11.2mm Nom: size ( Type-B).
33.81
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Supplying and stacking of stone dust at site incld: all : carriage.
10.95
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Laying Water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with PRR of 8-10 tonne capacity etc, complete (Payment for stone aggregate, screenings, kankar, moorum and red Bajree etc to be made separately) Base course with 53mm to 22.4mm size incld: stone screenings 11.2mm size. including all labour charges etc complete
136.88
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Providing and applying of tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechnical operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications clause 503 of MOST on WBM Surface @0.75 Kg/Sqm including all carriages etc complete job.
1825
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P/L of Bitumenous macadam base course with stone agg. of quality size and grading as specified in C.P.W. D specifications and straight run bitumen of grade 80/100 @ 3.30% by weight of total mix including hot mixing of stone agg. and bitumen in hot mix plant transporting, mixed material and laying mixed with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density confirming to MOST specification (50mm compacted thickness) complete including cost and carriage of all materials.
91.25
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P/L of 25mm thick Semidence asphaltic base course using mineral aggregate satisfying the gradation set out in specifications, with 5 percent binding content (by weight of total mix) bitumen of grade 80/100 @ 2.88 Kg/Sqm with the aid of hot mix plant and paver finisher including rolling with 8 to 10 tonne capacity to achieve the required compaction and density confirming to MOST specifications (with bitumen 80/100 (quarry)including cost and carriage of all materials.
1825
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Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, of bitumen of grade 80/100 bitumen per Cum of fine agg. and 0.60 Cum of fine agg. Per 100 Sqm of road surface to achieve the desired compaction as per MOST spacifications including rolling and finishing with road all complete
1825
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