Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date5 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 75,19,000
Costs
EMD
₹ 75,190Document Cost
₹ 10,000Tender Fee
₹ 887
Description
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Contact
Tender Id
2024_PWDRB_373731_1Bid Award Id
ViewTender No
11/SAC/TENDER/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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5.2 Providing and applying tack coat with catonic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces
/granular surfaces treated with primer)
28290
452640
16
... More
5.9 Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. (i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than75 tonnes/hour.
28290
3309930
117
... More
5.11 Seal Coat
Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats, all complete as per clause 511
of Specification. (ii) Case - II : Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification. sqm 49.00
28290
1386210
49
... More
4.13 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. B Hard Shoulders (CBR value 12)
2625
585375
223
... More
6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement. a) 300 mm Dia
100
71300
713
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