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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.1 LAccepted-AOC 12 480441 | CHHINDWARA | MADHYA PRADESH | 480441 | ₹37.1 L | L1 | Accepted-AOC Accepted due to being lowest rate. |
| 2 | L2₹37.5 L+₹42,000 (1.13%)Rejected-Finance | ₹37.5 L+₹42,000 (1.13%) | L2 | Rejected-Finance Rate quoted amount more than L1. |
| 3 | L3₹40.0 L+₹2.9 L (7.74%)Rejected-Finance | ₹40.0 L+₹2.9 L (7.74%) | L3 | Rejected-Finance Rate quoted amount more than L1. |
| 4 | L4₹40.6 L+₹3.5 L (9.41%)Rejected-Finance | ₹40.6 L+₹3.5 L (9.41%) | L4 | Rejected-Finance Rate quoted amount more than L1. |
| 5 | L5₹41.0 L+₹3.9 L (10.4%)Rejected-Finance | ₹41.0 L+₹3.9 L (10.4%) | L5 | Rejected-Finance Rate quoted amount more than L1. |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
26 Mar 2026, 5:30 pmClosed
Executive Engineer, New Bhopal Division P.W.D. BPL
O/o The Executive Engineer, New Bhopal Division P.W.D., Shed No.10 Jawahar Chowk, T.T.Nagar, Bhopal
Special Strengthening (Water Store Portion) Works of Road at 150 Feet Wide Road kotra Sultanabad under M-3 Sub Dn, PWD Bhopal 2nd Call
2026_PWDRB_488732_1
43/2025-26/SAC/New Bhopal Dt 09-03-2026
Open Tender
Civil Works - Roads
Percentage
180 days
Bhopal
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹50,000
26 May 2026
10 Mar 2026
30 Mar 2026
10 Mar 2026
26 Mar 2026
10 Mar 2026
Special Strengthening (Water Store Portion) Works of Road at 150 Feet Wide Road kotra Sultanabad under M-3 Sub Dn, PWD Bhopal
Bill of Quantities (BOQ)
Probable Amount of contract :
(Rs. in Figures) : Rs. 50.00 Lacs
(Rs in words) : Rupees
Time Alloved : 6 months
(SOR Item No. 2.4)
(SOR Item No. 4.2(ii))
Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect
(SOR Item No. 6.1)
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint"filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC- 15-2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification.
(SOR Item No. 6.3)
Total Rs.
Sub Engineer Sub Divisional Officer Executive Engineer M-3 Sub Division New Bhopal Division P.W.D. Bhopal PWD Bhopal
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