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 Renewal Works On 1.maihar Town (299/8 To 304/6) Road 4.20km, And 2.ghuwara Road (320/8 To 323/8) Road 1.60km, At Old Nh-7, 3.pondi Approach Road 1.50km, Under Sub Division Maihar in Satna, Madhya Pradesh, with an estimated contract value of Rs. 1,90,71,766. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 25-06-2025. 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
Road Construction
Eprocure
Opening Date10 Jun 2025
Closing Date25 Jun 2025
Tender Amount₹ 1,90,71,766
Costs
EMD
₹ 1,90,800Document Cost
₹ 12,500Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2025_PWDRB_429231_1Tender No
10.07-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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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 pecifications.
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44
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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)
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17
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(iii) @ 0.35 kg per sqm (non-bituminous surfaces) cement concrete pavement.
281.25
18
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Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications
ii) for Grading II (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30)
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5829
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Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification.
V) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30)
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9760
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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
5625
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 sieve and retained to 180-micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification.
5625
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)
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398
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Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.
b) 600 mm Dia
20
4250
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