Public Works Department Tender
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Costs
EMD
₹ 68,620Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of The Connectivity Road To Temporary Campus Of Sindhu Central University Khaltsi Ladakh (by Way Of Gsb, Wmm, Bm And Ogpc).
Description
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Contact
Tender Id
2025_PWD_16355_1Tender No
22 of R and B Khaltsi of 2025-26Tender 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 Drum Type Hot Mix Plant of 60-90 TPH capacity.
115.5
8463
-
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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. On bituminous surface @ 0.25kg/sqm
2250
33
-
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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
2250
281
-
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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
2250
104
-
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Banking excavated earth in layers not exceeding 20 cm 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 etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil
162
453
-
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as
directed by Engineer-in-charge. All kinds of soil
880
208
-
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