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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.2 LAccepted-Finance H NO 279 VILLAGE POST OLE FARAH MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹75.2 L | L1 | Accepted-Finance Rs. 7520985.35 |
| 2 | L2₹75.2 LRejected-Finance S 2 92 RUKMANI BIHAR GOL CHAURAHA KESHAV DHAM ROAD VRINDAVAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹75.2 L | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹75.3 LRejected-Finance | ₹75.3 L | L3 | Rejected-Finance Rejected due to higher Rates |
Tender Value
₹80 L
EMD Value
₹6 L
Closing Date
13 Apr 2026, 12:30 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Construction work of Minor Bridge at km 1 of Nashiti to Garhi Hulasi Nagla Umrala Road in District Mathura
2026_CEAGR_1133690_1
1755/14M-AC/2025-26 dated 24-03-2026
Open Tender
Civil Works - Bridges
180 days
Mathura
Construction work of Minor Bridge
2 documents required · 2 mandatory
₹2,354
₹6 L
Yes
Agra
21 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
7 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. 12.1 (304). | - | Cum. | - | - |
PCC 1:3:6 in Foundation - Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing. as per S.I. No. 3, Ch.No.-6 | - | Cum. | - | - | |
Sand Filling in Foundation Trenches as per Drawing & Technical Specification As per MORT&H Specification no. 12.03. | - | Cum. | - | - | |
Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8G Case II. | - | Cum. | - | - | |
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 | - | Cum. | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR No. 5.22(a) & 5.224.6. | - | MT | - | - | |
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 | - | No. | - | - | |
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. | - | - | |
Drainage Spouts complete as per drawing and Technical specification As per MORT&H Specification no. 14.9 | - | No. | - | - |
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T2_GarhiHulasi.pdf
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