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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹96.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹99.4 LRejected-Finance | ₹99.4 L | L2 | Rejected-Finance Not L1 |
| 3 | L3₹1.1 CrRejected-Finance KHULARI TAHSIL GADARWARA DISTRICT NARSINGHPUR MP | GADARWARA | NARSINGHPUR | MADHYA PRADESH | ₹1.1 Cr | L3 | Rejected-Finance Not L1 |
| 4 | Rejected-Technical NA | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical Non Responsive |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
27 Jan 2026, 5:00 pmClosed
Chief General Manager
MPRRDA HO, 3rd Floor, Vikas Bhawan, Arera Hills, Bhopal
Construction / Upgradation of Road/ CD works including maintenance for Five Year after construction. RBR-Bridges
2025_MPRRD_472059_14
NIT-1244-RBR-Brg
Open Tender
Civil Works - Bridges
548 days
Narsinghpur
Please refer Tender document
7 documents required · 7 mandatory
₹14,750
₹1.1 L
24 Mar 2026
5 Jan 2026
29 Jan 2026
5 Jan 2026
27 Jan 2026
6 Jan 2026
Construction of Bridge under (Reconstruction of Damaged Bridge Scheme-1634) Package No. MP26RBR01 (Offer Based on SSR issued by PWD Effective from 11-04-2025.) as per detailed BOQ attached in Annex-II A.
Please Enable Macros to View BoQ information
MPRRDA,PIU Narsinghpur
Bill of Quantity
Details for the Percentage(%) Rate Tender
Based on PWD SSR 11-04-25
District :- Narsinghpur PIU :- Narsinghpur Package No. :- MP26RBR01
No of Bridge in Package :- 01
Kareli
Total Bridge Length
Amount of Construction Cost
Amount of Mantenance Cost
Total Amount of PAC
Embankment 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 relevent clauses of section-300.
Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398.
Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver, spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications
10.12 A ( SOR PMGSY)
10.13 ( SOR PMGSY)
12.14 ( SOR PMGSY)
Assistant Manager
MPRRDA, PIU Narsinghpur
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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BOQ_555149.xls
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