Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Jun 2023
Closing Date17 Jun 2023
Tender Amount₹ 43,38,000
Costs
EMD
₹ 50,000Document Cost
₹ 5,000Tender Fee
₹ 512
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_PWDRB_280786_1Bid Award Id
ViewTender No
NIT 05 /SIDHI / 2022-23 /DT 05-06-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
B.T. Renewal Work on Kubri Marsharha Raod L - 2.77 Km, Basaudha Vill. App. Road L - 2.66 Km, Bahri App Radd L- 1.00 Km Total L - 6.43 Km, Under Sub. Dn. Sidhi Distt. Sidhi PWD Road and Bridges SOR w.e.f 25-03-2022 6th Call
B.T. Renewal Work on Kubri Marsharha Raod L - 2.77 Km, Basaudha Vill. App. Road L - 2.66 Km, Bahri App Radd L- 1.00 Km Total L - 6.43 Km, Under Sub. Dn. Sidhi Distt. Sidhi PWD Road and Bridges SOR w.e.f 25-03-2022 6th Call
B.T. Renewal Work on Kubri Marsharha Raod L - 2.77 Km, Basaudha Vill. App. Road L - 2.66 Km, Bahri App Radd L- 1.00 Km Total L - 6.43 Km, Under Sub. Dn. Sidhi Distt. Sidhi PWD Road and Bridges SOR w.e.f 25-03-2022 6th Call
BOQ Items
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Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
1087.5
40237
37
... More
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. (i) @ 0.25 kg per sqm (normal bituminous surfaces)
18952.5
265335
14
... More
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)
1087.5
17400
16
... More
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 than 75 tonnes/hour.
20040
2344680
117
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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.
20040
981960
49
... More
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)
1806.38
402822
223
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