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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹1.6 Cr
EMD Value
₹9.9 L
Closing Date
25 Mar 2026, 12:00 pmClosed
SE KFC PWD KANNAUJ
OFFICE OF THE SE KFC PWD KANNAUJ
AS PER BOQ
2026_CEKNP_1123359_8
1833 M/39M-KFV/2026/KNJ Dt. 27.02.2026
Open Tender
Civil Works
180 days
KANNAUJ
AS PER NIT
2 documents required · 2 mandatory
₹2,714
₹9.9 L
Yes
SE KFC PWD KANNAUJ
29 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
19 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of Embankment with mechanicaly compacted earth with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Engineer-in-charge as per MORD clause 3.4(301.5). | ||||||
| 2Construction 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 comacting with smooth wheel roller to achieve the desired density as per MORD specification 401. | ||||||
| 3Providing, laying and spreading Material on a prepared sub base, cement @ 2% by weight to the spread Material, manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the compressive strength and to form a layer of sub-bas. Technical Specification clause . 4.1(405) | ||||||
| 4Providing, laying and spreading Material on a prepared sub base, cement @ 4% (Cement Treated base, CTB 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 base. As per Technical Specification clause 4.1(405). | ||||||
| 5Providing and applying Tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer and cleaned with hydraulic broom as per Technical Specn. No. 503 | ||||||
| 6Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration or Emulsion grade bitumen to required line grade and level to serve as wearing course on a previously prepared base by manual means including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by as per T.S.C. 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. | ||||||
| 8Construction 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. | ||||||
| 9Providing and laying reinforced cement concrete pipe NP3 (350 mm dia) Clause 1100 | ||||||
| 10Providing and fixing of Hectometer, km stone and other road furniture works | ||||||
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