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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC 1 1 DURGA CONSTRUCTION AND SUPPLIER DAULAGHAT DAULAGHAT DAULAGHAT ALMORA ALMORA UTTARAKHAND 263601 | ALMORA | UTTARAKHAND | 263601 | L1 | Accepted-AOC FD Submitted | |
| 2 | L2₹15.4 L+₹2.0 L (14.7%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest | |
| 3 | L3₹16.2 L+₹2.8 L (21.1%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest | |
| 4 | L4₹16.7 L+₹3.3 L (24.7%)Rejected-Finance | L4 | Rejected-Finance 4th lowest | |
| 5 | L5₹16.7 L+₹3.3 L (24.8%)Rejected-Finance AMBEDKAR PURAM 6 140 AWAS VIKAS SECTOT 6 KANPUR NAGAR | L5 | Rejected-Finance 5th lowest |
| Sl No | Description | Qty | Unit | M/S SURAJ PRASAD DWEVEDI AND SONS L2 | M/s. Jay Enterprises L4 | M/S DURGA CONSTRUCTION AND SUPPLIER L1 | M/S ARVIND KUMAR L7 | M/S Nayancee Construction Co. L6 | M/S AKASH CONSTRUCTION AND SUPPLIERS L3 | M/s Vinod Kumar L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means | 167.27 | cum | 2,640.4 ₹4,41,659.71 | 2,870.49 ₹4,80,146.86 | 1,600 ₹2,67,632 Lowest | 2,700 ₹4,51,629 | 3,000 ₹5,01,810 | 2,900 ₹4,85,083 | 2,874.26 ₹4,80,777.47 |
| 2.00 | Providing and applying primer coat with bitumene mulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means as per Technical Specification Clause 502 | 2,230.2 | Sqm | 41.16 ₹91,795.03 | 44.75 ₹99,801.45 | 30 ₹66,906 | 55 ₹1,22,661 | 20 ₹44,604 Lowest | 43.16 ₹96,255.43 | 44.81 ₹99,935.26 |
| 3.00 | Tack Coat (i) Providing and applying tack coat with Bitumen VG- 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD | 5,310 | Sqm | 13.86 ₹73,596.6 | 15.07 ₹80,021.7 | 10.5 ₹55,755 | 13 ₹69,030 | 10 ₹53,100 Lowest | 14.37 ₹76,304.7 | 15.09 ₹80,127.9 |
| 4.00 | 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 - II By Mechanical Means(HMP 30/40) (I) Bitumen VG-10 | 5,310 | Sqm | 122.5 ₹6,50,475 | 133.18 ₹7,07,185.8 | 118 ₹6,26,580 Lowest | 170 ₹9,02,700 | 150.32 ₹7,98,199.2 | 126.75 ₹6,73,042.5 | 133.35 ₹7,08,088.5 |
| 5.00 | 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 Mechanical Means(HMP 30/40) (I) Bitumen VG-10 | 5,310 | Sqm | 41.3 ₹2,19,303 Lowest | 44.9 ₹2,38,419 | 47 ₹2,49,570 | 50 ₹2,65,500 | 50 ₹2,65,500 | 43 ₹2,28,330 | 44.96 ₹2,38,737.6 |
| 6.00 | 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.. | 923.94 | cum | 63 ₹58,208.22 Lowest | 68.49 ₹63,280.65 | 78 ₹72,067.32 | 94 ₹86,850.36 | 70 ₹64,675.8 | 66.3 ₹61,257.22 | 68.58 ₹63,363.81 |
Tender Value
₹22.3 L
EMD Value
₹2.2 L
Closing Date
13 Oct 2025, 11:30 amClosed
Executive Engineer
Office of the Executive Engineer Irrigation Division Kanpur Dehat
Resurfacing of the canal service road from Km 7.430 to 9.200 of Fatehpur Feeder Canal
2025_UPIDC_1080758_1
03/EE/2025-26
Open Tender
Civil Works
Item Rate
30 days
Irrigation Division Kanpur Dehat
As per Tender Condition
2 documents required · 2 mandatory
₹2,714
₹2.2 L
8 Dec 2025
8 Oct 2025
13 Oct 2025
8 Oct 2025
13 Oct 2025
8 Oct 2025
Amount
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Providing and applying primer coat with bitumene mulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat (i) Providing and applying tack coat with Bitumen VG- 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD
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 - II By Mechanical Means(HMP 30/40) (I) Bitumen VG-10
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 Mechanical Means(HMP 30/40) (I) Bitumen VG-10
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..
M/S SURAJ PRASAD DWEVEDI AND SONS (BID ID -5598016)
M/S AKASH CONSTRUCTION AND SUPPLIERS (BID ID -5602285)
M/s. Jay Enterprises (BID ID -5600160)
M/s Vinod Kumar (BID ID -5600068)
M/S Nayancee Construction Co. (BID ID -5602367)
M/S ARVIND KUMAR (BID ID -5601831)
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