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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance 03 09 SHUSANT GOLF CITY SULTANPUR REST YUSUF NAGAR BAGIYA LUCKNOW | -17.55% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical FARRUKHABAD | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹1.3 Cr
EMD Value
₹8.4 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_1
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
₹8.4 L
Yes
SE KFC PWD KANNAUJ
4 May 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 |
|---|---|---|---|---|---|
| 1Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per technical specification clause 301.5 | |||||
| 2Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within a lifts up to 1.50m and lead upto 1000m. As per technical specification clause No. 302.3 | |||||
| 3Construction 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. | |||||
| 5Providing, laying and spreading material on a prepared subgrade, adding 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 desired unconfined compressive strength and to form a layer of sub-base. | |||||
| 6Providing, laying and spreading material on a prepared base, cement @ 4%by weight to the spread material manually, mix 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. | |||||
| 7Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD | |||||
| 820mm 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 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. Case - II By Mechanical Means(HMP 30/40) (I) Bitumen VG-10 | |||||
| 9Seal Coat Providing 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 Case - III : Type C By Mechanical Means(HMP 30/40) (I) Bitumen VG-10 | |||||
| 10Construction 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.. | |||||
| 11Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | |||||
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