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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC | L1 | Accepted-AOC A | |
| 2 | L2₹13.2 L+₹5,897.86 (0.45%)Rejected-AOC | L2 | Rejected-AOC A | |
| 3 | Rejected-Technical | - | Rejected-Technical A |
| Sl No | Description | Qty | Unit | SUDHIR KUMAR CONTRACTOR L1 | M/S SURENDRA KUMAR KAUSHIK L2 |
|---|---|---|---|---|---|
| 1.00 | Water Bound Macadam Grading(Levelling Coat) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 216.55 | Cum. | 2,100 ₹4,54,755 Lowest | 2,500 ₹5,41,375 |
| 2.00 | Providing and applying primer coat with bitumen emulsion SS-1 Grade slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 2,603.94 | Sqm. | 45 ₹1,17,177.3 | 40 ₹1,04,157.6 Lowest |
| 3.00 | Providing and applying tack coat with Bitumen VG-10 ussing bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom. | 2,603.94 | Sqm. | 20 ₹52,078.8 | 18 ₹46,870.92 Lowest |
| 4.00 | Providing, 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 grade bitumen VG-10 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 wheele 80-100KN static roller capacity, finished to required level and grades complete all specified in technical specification clause 508 and as directed by the Engineer in charge. | 2,603.94 | Sqm. | 196 ₹5,10,372.24 | 172 ₹4,47,877.68 Lowest |
| 5.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. | 2,603.94 | Sqm. | 70 ₹1,82,275.8 Lowest | 70 ₹1,82,275.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
23 Sept 2026, 11:00 amClosed
EE Lower Division Yamuna Canal Shamli
EE Lower Division Yamuna Canal Office Shamli
18. Pothole repair work on the Tikri Road between km 0.000 and km 6.000.
2026_UPIDC_1186027_18
C-52/T-4/04/EE/2026-27 DT. 05-09-2026
Open Tender
Civil Works
Item Rate
30 days
SHAMLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.8 L
1 Oct 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Water Bound Macadam Grading(Levelling Coat) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 216.55 | Cum. | - | - |
| 2 | Providing and applying primer coat with bitumen emulsion SS-1 Grade slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 2,603.94 | Sqm. | - | - |
| 3 | Providing and applying tack coat with Bitumen VG-10 ussing bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom. | - | Sqm. | - | - |
| 4 | Providing, 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 grade bitumen VG-10 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 wheele 80-100KN static roller capacity, finished to required level and grades complete all specified in technical specification clause 508 and as directed by the Engineer in charge. | - | Sqm. | - | - |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. | - | Sqm. | - | - |
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