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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance N A | NA | NA | 121004 | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.2 Cr+₹71,174.66 (0.59%)Rejected-Finance 221 | HARDOI | UTTAR PRADESH | 209869 | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹8.9 L
Closing Date
18 Sept 2026, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
Construction work of HPC to Mendua road to Kherwa via Ganapurwa Link Road and 5 years maintenance work in F.Y. 2026-27 in District Hardoi.
2026_CEUCZ_1185063_19
3773M/1MT/ E-TENDER/UC/26-27 DATE 01.09.2026
Open Tender
Civil Works
Percentage
180 days
HARDOI
Construction work of HPC to Mendua road to Kherwa via Ganapurwa Link Road and 5 years maintenance work in F.Y. 2026-27 in District Hardoi.
2 documents required · 2 mandatory
₹2,714
₹8.9 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
25 Sept 2026
12 Sept 2026
18 Sept 2026
12 Sept 2026
18 Sept 2026
12 Sept 2026
14 Sept 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 | Construction of embankment with material obtained from borrow pits with all lifts upto 1.50 m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.(local earth/Without Quartage) Including Labour Cess Excluding G.S.T. | 7,600 | Cum | 62 | ₹4,71,200 |
| 2 | Excavation in Cutting in Soil by manual means with lead upto 50 m / Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3. Including Labour Cess Excluding G.S.T. | 207 | Cum | 37 | ₹7,659 |
| 3 | Construction of Subgrade and Earthen Shoulders -Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(local earth/Without Quartage) Including Labour Cess Excluding G.S.T. | 1,532 | Cum | 62 | ₹94,984 |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) / (A) By Mix in Place Method / Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. / (i) For Grading I Material Including Labour Cess Excluding G.S.T. | 1,089.9 | Cum | 4,425 | ₹48,22,807.5 |
| 5 | Cement Treated Base / Providing, laying, spreading on a prepared sub base, cement@4% by weight to the spread material manully 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. / Quantity of cement assumed as 4 percent of Quantity by weight for base course. Including Labour Cess Excluding G.S.T. | 590.63 | Cum | 5,250 | ₹31,00,807.5 |
| 6 | Tack Coat / Providing and applying tack coat with Bitumen VG-10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. Including Labour Cess Excluding G.S.T. | 7,875 | Sqm | 27.5 | ₹2,16,562.5 |
| 7 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates ( two third 13.2 mm and one third 11.2mm grit) 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 A or Type B or Type C as per Technical Specification Clause 508. / Case - I By Manual Means / (I) Bitumen (S-90) s Including Labour Cess Excluding G.S.T. | 7,875 | Sqm | 245 | ₹19,29,375 |
| 8 | Seal Coat - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A,Type B and Type C as per Technical Specification Clause 510 / A. By Manual Means Bitumen (S-90) Including Labour Cess Excluding G.S.T. | 7,875 | Sqm | 91 | ₹7,16,625 |
| 9 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row / Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. / (B) 1000 mm dia Including Labour Cess Excluding G.S.T. | 15 | Rm | 3,650 | ₹54,750 |
| 10 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row / Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. / 600 mm dia Including Labour Cess Excluding G.S.T. | 22.5 | Rm | 1,850 | ₹41,625 |
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