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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-Finance | ₹15.5 L | L1 | Accepted-Finance l1 |
| 2 | L2₹16.6 LRejected-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹16.6 L | L2 | Rejected-Finance l2 |
| 3 | L3₹16.6 LRejected-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹16.6 L | L3 | Rejected-Finance l3 |
| 4 | L4₹17.4 LRejected-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹17.4 L | L4 | Rejected-Finance l4 |
| 5 | L5₹17.7 LRejected-Finance | ₹17.7 L | L5 | Rejected-Finance l5 |
Tender Value
₹26 L
EMD Value
₹2.6 L
Closing Date
25 Mar 2026, 12:00 pmClosed
EE PD PWD SONBHADRA
EE PD PWD SONBHADRA
S R OF RCC CULVERT OF KURCHA LINK ROAD
2026_CEMRZ_1127301_3
580/6A date 18.02.2026
Open Tender
Civil Works - Bridges
60 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹860
Yes
₹2.6 L
Yes
10 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantiling of existing structure like Culverts bridges,retaining walls and other structure comparing of masonry cement concrete ,woodwork,steel work,icluding T&P and scaffolding wherever necessary,sorting the dismantled removel and disposal of surface earth as directed by Engineer in charge upto a distance of 1000 m from the foundation trenches including all T& P and material etc complete as per UPPWD specification SOR no.2/692&4/694 | |||||
| 2Excavation in fondation in soil mixed with moorum/single/kankar including filling upto 1.50 m and lead upto 30 m and including filling,watering and ramming of excavated earth into the trnches or into the sapce between the building/ structure and the side of fondation trenches or plinth and removel and disposal of surface earth as directed by Engineer in charge upto a distance of 30 m from the foundation trenches including all T& P and material etc complete as per UPPWD specification SNo.2-252 | |||||
| 3Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers in foundation on mixing by mix in place method with rotavator at OMC, and compacting with water & Hand hamer to achieve the desired density, complete as per Technical Specification Clause 401. | |||||
| 4Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -(1:3:6)M-10 | |||||
| 5Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 (1:1.5:3) M-25 | |||||
| 6Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 | |||||
| 7Providing pressure release pipe, plain/ reinforced concrete with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 @ 8 Nos Per Span | |||||
| 8Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204 @ 1000 mm C/C V/H | |||||
| 9Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | |||||
| 10Providing and laying Flat Stone apron for bed protection to complete as per drawing and technical specifications Clause 1301. | |||||
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