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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.3 LAccepted-Finance VIJAY NAGAR GALI NO 4 FIROZABAD | ₹19.3 L | L-1 | Accepted-Finance Accept |
| 2 | L-2₹19.6 LRejected-Finance | ₹19.6 L | L-2 | Rejected-Finance Reject |
| 3 | L-3₹20.1 LRejected-Finance 537 KHERA MOHALLA SHIKOHABAD FIROZABAD | SHIKOHABAD | FIROZABAD | UTTAR PRADESH | ₹20.1 L | L-3 | Rejected-Finance Reject |
| 4 | L-4₹21.3 LRejected-Finance GRAM NAGLA UDI PAHADPUR PO GAZIPUR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹21.3 L | L-4 | Rejected-Finance Reject |
| 5 | L-5₹21.5 LRejected-Finance 5 261 ABASH WIKASH MEIN PURI | MAINPURI | UTTAR PRADESH | 205001 | ₹21.5 L | L-5 | Rejected-Finance Reject |
Tender Value
₹32 L
EMD Value
₹3.2 L
Closing Date
15 Apr 2026, 12:00 pmClosed
EE PD PWD firozabad
EE PD PWD firozabad
Repair of RCC Slab and pairapit of Culvert Fatehpur nasirpur road to patna karkha road km 1
2026_CEAGR_1134492_1
845/2A dt. 28.03.2026
Open Tender
Civil Works
60 days
Repair of RCC Slab and pairapit of Culvert Fatehpu
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.2 L
Yes
22 Apr 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
8 Apr 2026 - 15 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. cartage for 3.00 Km | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 3 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 4 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 6 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 7 | Class-150 (Non Modular) brick work in 1:4 cement and Fine sand mortar including supply of all materials, labour and T&P etc. (Fine sand not less than in 1.25 FM) | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 8 | Pointing on brick work with cement mortar 1:3 (1Cement : 3 Fine Sand) (A) Flush pointing | - | Sqm | - | - | BI01010001010000000000000515BI0100001123 |
| 9 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy S.No. 17.04/ 1800, P718 | - | No | - | - | BI01010001010000000000000515BI0100001124 |
| 10 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause S.No. 17.07 / 2803.1 P 720 | - | Kg | - | - | BI01010001010000000000000515BI0100001125 |
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