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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.4 LAccepted-AOC | ₹69.4 L Quoted ₹69.0 L | L1 | Accepted-AOC Bond Accepted |
| 2 | L2₹81.8 LRejected-Finance GALI NO 1 KRISHNA NAGAR MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | ₹81.8 L | L2 | Rejected-Finance Above Rates |
| 3 | L3₹73.5 LRejected-Finance | ₹73.5 L | L3 | Rejected-Finance Above Rates |
| 4 | L4₹76.3 LRejected-Finance BADOBARA KHURD SHAMSHABAD AGRA | AGRA | AGRA | UTTAR PRADESH | ₹76.3 L | L4 | Rejected-Finance Above Rates |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹94 L
EMD Value
₹6.7 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE Mainpuri Circle PWD,Mainpuri
SE Office Mainpuri Circle PWD,Mainpuri
New Construction work at Marsena to Bhadeva link road
2026_CEAGR_1128665_1
1447/07M-MNP Circle/2025-26 Date 20-03-2026
Open Tender
Civil Works
180 days
FIROZABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.7 L
Yes
SE Office Mainpuri Circle PWD,Mainpuri
22 Apr 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Earth 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.SOR SI NO. (253) ch-4 | |||||
| 2Extra cost for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc.SOR SI NO. (253A) ch-4 | |||||
| 3Cement Treated Sub Base Providing, laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub- base. | |||||
| 4Cement Treated Base Providing, laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. | |||||
| 5Providing and applying tack coat with Bitumen (VG-10) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 6Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. | |||||
| 7Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | |||||
| 8Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m …………. the foundation trenches. (1/251 of Ch-4) | |||||
| 9Providing and laying cement concrete in 1:4:8 stone aggregate 40 mm nominal size and curing complete,Including cost of form work.(3/4.1 of Ch-5) | |||||
| 10Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.(4/6.8 of ch-6) | |||||
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