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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical FARRUKHABAD | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Finance 03 09 SHUSANT GOLF CITY SULTANPUR REST YUSUF NAGAR BAGIYA LUCKNOW | - | - | Not Admitted-Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.5 Cr
EMD Value
₹9.6 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_2
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
₹9.6 L
Yes
SE KFC PWD KANNAUJ
4 Jun 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 | |||||
| 2Providing, 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. Sp Clause. 405 | |||||
| 3Providing, 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. Sp Clause. 405 | |||||
| 4Tack 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 | |||||
| 520mm 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 | |||||
| 6Seal 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 | |||||
| 7Construction 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.. | |||||
| 8Excavation 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 | |||||
| 9Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | |||||
| 10Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II. Brick masonry in 1:4 cement mortar | |||||
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