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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAccepted-Finance ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | ₹43.8 L | L1 | Accepted-Finance Rs. 4375180.52 |
| 2 | L2₹46.1 LRejected-Finance FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹46.1 L | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹50.2 LRejected-Finance | ₹50.2 L | L3 | Rejected-Finance Rejected due to higher Rates |
| 4 | L4₹50.9 LRejected-Finance A 23 GUKUL DHAM VERAJ ROAD AURANGABAD KHADAR MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹50.9 L | L4 | Rejected-Finance Rejected due to higher Rates |
| 5 | L5₹51.0 LRejected-Finance S 2 92 RUKMANI BIHAR GOL CHAURAHA KESHAV DHAM ROAD VRINDAVAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹51.0 L | L5 | Rejected-Finance Rejected due to higher Rates |
Tender Value
₹52 L
EMD Value
₹4.6 L
Closing Date
16 Apr 2026, 12:30 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Construction of Minor Bridge on Rajvaha of Gidoh to Bathenkalan road road KM-1 in District Mathura
2026_CEAGR_1135604_1
1775/14M-AC/2025-26 dated 24-03-2026
Open Tender
Civil Works - Bridges
180 days
Mathura
Construction of Minor Bridge
2 documents required · 2 mandatory
₹2,360
₹4.6 L
Yes
Agra
22 May 2026
10 Apr 2026
16 Apr 2026
10 Apr 2026
16 Apr 2026
10 Apr 2026
13 Apr 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MORT&H Specification no. 304 (12.1). | - | Cum | - | - |
Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORT&H Specification no. 304 (12.03). | - | Cum | - | - | |
PCC 1:3:6 in Foundation
Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed plsced in foundation and compcted by vibration including curring. As per PWD SOR Chapter No.-6 S.I. No.3 | - | Cum | - | - | |
Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II | - | Cum | - | - | |
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.42 All work complete as per Engineer in Charge. | - | MT | - | - | |
Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05 | - | Cum | - | - | |
Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II | - | cum | - | - | |
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4 | - | cum | - | - | |
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8 | - | Nos | - | - | |
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9 | - | Cum | - | - |
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T2_Bathenkalan.pdf
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