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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC C 24 DALVI NAGAR GUNA MP | GUNA | GUNA | MP | ₹4.6 Cr Quoted ₹3.9 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.0 CrRejected-Finance | ₹4.0 Cr | L2 | Rejected-Finance NOT L1 |
| 3 | L3₹4.1 CrRejected-Finance NEW CITY COLONY A B ROAD GUNA M P | GUNA | MADHYA PRADESH | ₹4.1 Cr | L3 | Rejected-Finance NOT L1 |
Tender Value
₹4.4 Cr
EMD Value
₹4.4 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_12
NIT-1244-RBR-Brg
Open Tender
Civil Works - Bridges
730 days
Guna
Please refer Tender document
7 documents required · 7 mandatory
₹17,700
₹4.4 L
6 Apr 2026
5 Jan 2026
29 Jan 2026
5 Jan 2026
27 Jan 2026
6 Jan 2026
Construction/Upgra dation of Rural Road and CDs under Package No.MP13RBR01 (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 Guna
Bill of Quantity
Details for the Percentage(%) Rate Tender
Based on SSR 11-04-2025
District :- Guna PIU :-Guna Package No. :- MP13RBR01
Raghogarh
Total
Amount of Construction Cost
Amount of Mantenance Cost
Total Amount of PAC
Taking, exploratory boring 100mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)as per specification 1100, 1600 and 1700.
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per relevant clauses of sections 1100, 1500 & 1700.
Levelling course for Pile cap PCC in M-15 below Pile cap as per drawing and as per section 1100 and 1700.
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of sections 1600. (For FE 500)
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing as per section 1200 & 1900.
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
SUB STRUCTURE
Height up to 5 m
Height 5 to 10 m
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
SUPER-STRUCTURE
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement 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 Specificationand as per relevant clauses of section 1900 and 2700.
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
Filler joint
Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement 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
Clearing Grass and Removal of Rubbish
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.
Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials having CBR>7deposited 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 relevent clauses of section-300
80 mm x 60 mm rectangular
MPRRDA,PIU Guna
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