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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-AOC 15 16 BATASHA GALI NOORI GATE AGRA | AGRA | AGRA | UTTAR PRADESH | ₹28.2 L Quoted ₹30.6 L | L1 | Accepted-AOC Bond Accepted |
| 2 | L2₹32.1 LRejected-Finance | ₹32.1 L | L2 | Rejected-Finance Above rates |
| 3 | L3₹32.5 LRejected-Finance GALI NO 4 VIJAY NAGAR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹32.5 L | L3 | Rejected-Finance Above rates |
Tender Value
₹41.5 L
EMD Value
₹4.1 L
Closing Date
24 Jan 2026, 12:00 pmClosed
SE Office Mainpuri Circle PWD,Mainpuri
SE Office Mainpuri Circle PWD,Mainpuri
Special Repair work at Siyar Devi Mandir to Rasulabad Road
2026_CEAGR_1106792_1
113/07-MNP CIRCLE/2025-26 DATE 08-01-2026
Open Tender
Civil Works
60 days
FIROZABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.1 L
Yes
SE Office Mainpuri Circle PWD,Mainpuri
15 Apr 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
22 Jan 2026
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying tack coat with Bitumen (VG-10) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, 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.
Providing, 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.
Earth work in cutting or in embankment For patteris 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. (3/253 of ch-4)
Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Earth work in cutting or in embankment For patteris 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. (3/253 of ch-4)But Cartage of 1Km Distance
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.
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.
RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, hooks, binding wire and authorized over lapping shall be measured upto floor to level.
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