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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-Finance | ₹3.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.2 CrRejected-Finance NOT AVAILABLE | ₹3.2 Cr | L2 | Rejected-Finance Not L1 |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
16 Mar 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
2026_MPRRD_483961_9
NIT-1255-RBR-Brg
Open Tender
Civil Works - Bridges
548 days
Khargone
Please refer Tender document
7 documents required · 7 mandatory
₹17,700
₹3.3 L
1 Jun 2026
24 Feb 2026
18 Mar 2026
24 Feb 2026
16 Mar 2026
25 Feb 2026
Road/Bridge Work
Construction/Upgradation of Rural Road and CDs under Package No. MP22-RBR-01 (Offer Based on SSR issued by MPPWD Effective from 11.04.2025) as per detailed BOQ attached in Annex-II A.
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MPRRDA,PIU- Khargone
Bill of Quantity
Details for the Percentage(%) Rate Tender
MPPWD Based on SOR 11-04-2025
District :- Khargone PIU :- Khargone, Package No. :- MP22RBR01
Maheshwar
Total
Amount of Construction Cost
Amount of Mantenance Cost
Total Amount of PAC
FE 500D/FE 550/FE 550D
With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump
Height up to 5 m
Height 5 m To 10 m
FE 500D/ FE 550/ FE 550D
Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398.
With Batching Plant (Pan Type or Twin Type Shaft type), Transit Mixer and Concrete Pump
Height up to 5 m
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.
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification and as per relevant clauses of section 1900 and 2700.
PCC M15 Grade leveling course below approach slab complete as perdrawing and Technical specification and as per relevant clauses of section 1700.
Reinforced cement concrete non-structural approach slab (Grade of concrete M 30) as per MoRT&H standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
Filler joint
Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for measurement including unloading etc. complete as per approved drawing.
Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m.with inscribed details as per detailed drawings.
SSR PMGSY 2024 \Item No 10.12A
SSR PMGSY 2024 \Item No 10.13
FE 500D/FE 550/FE 550D
With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump
Height up to 5 m
FE 500D/ FE 550/ FE 550D
Approach
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.
Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
x) 80 cm x 60 cm rectangular
A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m
A.M./Sub-Engineer General Manager
MPRRDA,PIU-1 Khargone MPRRDA,PIU-1 Khargone
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BOQ_569472.xls
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