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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.0 LAccepted-AOC | ₹62.0 L | L1 | Accepted-AOC Low Rate |
| 2 | Rejected-Technical SITAUPURNA KASIPUR KANPUR DEHAT | KANPUR DEHAT | UTTAR PRADESH | 209101 | - | - | Rejected-Technical Non-Responsive |
| 3 | Rejected-Technical ARAJI NO 311 OLD SHIVALI ROAD KALYANPUR KANPUR NAGAR U P | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹58 L
EMD Value
₹4.9 L
Closing Date
19 Mar 2026, 12:00 pmClosed
SE Kanpur Circle PWD Kanpur
SE Kanpur Circle PWD Kanpur
Construction of Pindarthu House of Ram Autar Diwakar to Mata Durga Mandir Link Road. (Including 05 Years Maintenance)
2026_CEKNP_1124198_5
1253C/131C-KV/2026 Dt. 27.02.2026
Open Tender
Civil Works - Roads
Percentage
180 days
Kanpur Dehat
Please refer tender documents
2 documents required · 2 mandatory
₹3,530
₹4.9 L
Yes
SE Kanpur Circle PWD Kanpur
5 Aug 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
16 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 |
|---|---|---|---|---|---|
| 1 | Excavation 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 (MORD 3.05 (iii) | 188.8 | Cum. | 18.5 | ₹3,492.8 |
| - | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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. (MORD 3.04) | 2,921.9 | Cum. | 87 | ₹2,54,205.3 |
| - | 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. | 609 | Cum. | 3,300 | ₹20,09,700 |
| - | Cement Treated Base (Wet Mix Macadam + 4% Cement (OPC) : Providing, 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. | 495 | Cum. | 4,150 | ₹20,54,250 |
| - | Tack Coat (iii) Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD. | 4,125 | Sqm. | 19 | ₹78,375 |
| - | 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 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 - I By Manual Means (HMP 30/40) (I) Bitumen VG-10 | 4,125 | Sqm. | 177 | ₹7,30,125 |
| - | 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 C as per Technical Specification Clause 510 Case - III : Type C By Manual Means (I) Bitumen VG-10 | 4,125 | Sqm. | 59 | ₹2,43,375 |
| - | 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.. (for Bituminous Road) | 1,600.8 | Cum. | 75 | ₹1,20,060 |
| - | Providing concrete for plain (1:3:6) concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) (MORD 11.04) (i) P.C.C grade M 10 (i) Nominal Mix 1:3:6 | 7.4 | Cum. | 6,350 | ₹46,990 |
| - | Brick masonry work (1:4) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (MORD 11.05) (ii) Brick masonry in 1:4 cement mortar | 21.8 | Cum. | 6,700 | ₹1,46,060 |
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