Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Bt Patch Repair And Retaining Wall Repair Work On Unchehara Chorahat Kharwahi Road Length 2.20 K.m. Sub Division Nagod (under Pg Ag.no. 224/nagod/22-23 in Satna, Madhya Pradesh, with an estimated contract value of Rs. 6,50,352. The bid opening date for this tender is 11-06-2025 and the last date for bid submission is 13-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date11 Jun 2025
Closing DateCancelled
Tender Amount₹ 6,50,352
Costs
EMD
₹ 13,010Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2025_PWDRB_426409_1Bid Award Id
ViewTender No
09.04-SATNA-2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
FE 500
0.535
67252
-
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Embankment/ Sub Grade Construction with Material Obtained
from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section- 300.
57
298
-
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Providing and applying tack coat with cationic 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)
550
15
-
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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 tone 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 tones/hour.
550
121
-
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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.
550
50
-
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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 on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408.
A) Hard Shoulders (CBR value >12)
80
398
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