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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAdmitted-Finance NA | NA | NA | 121004 | L1 | Admitted-Finance | |
| 2 | L2₹19.2 L+₹22,362.74 (1.18%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹19.9 L+₹93,985 (4.96%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical GRAM POST MURLIPUR PHOOL GARH ROAD MEERUT | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S S R CONSTRUCTION L1 | M/S SHREE JI CONTRACTOR L3 | DEV CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Uprooting jhunds from Internal and External Portion of Canal Section including all cost of labour, T&P, disposal of uprooted Jhund etc complete in all respect. | 314 | Nos | 20 ₹6,280 Lowest | 30 ₹9,420 | 28.35 ₹8,901.9 |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber MORD Specification 405.3 (G-3) | 78 | Cum | 3,000 ₹2,34,000 | 2,800 ₹2,18,400 Lowest | 2,800 ₹2,18,400 Lowest |
| 3.00 | Providing and applying primer coat with bitumen emulsion (SS-A) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical Specification Cause (S.I.No- 502) | 1,121 | Sqm | 40 ₹44,840 Lowest | 49 ₹54,929 | 49.04 ₹54,973.84 |
| 4.00 | 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.(S.I.No- 503) | 6,000 | Sqm | 15 ₹90,000 Lowest | 18 ₹1,08,000 | 17.17 ₹1,03,032 |
| 5.00 | 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 to be followed by seal caot or either type A or type B or type C as per technical specification clause 508 . (By Paver Machine) | 6,000 | Sqm | 180 ₹10,80,000 | 170 ₹10,20,000 | 165 ₹9,90,000 Lowest |
| 6.00 | Providing and laying seal coat by mannual means with 80/100 grade bitumen 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 | 6,000 | Sqm | 70 ₹4,20,000 | 72 ₹4,32,000 | 65.8 ₹3,94,800 Lowest |
| 7.00 | Earth work in filling by power transported earth with a lead of 200 m to 1.00 km including excavation, loading, unloading, manual compaction and dressing of the surface upto the required level & slope and all lift etc. complete. | 1,019 | Cum | 20 ₹20,380 Lowest | 144 ₹1,46,736 | 145 ₹1,47,755 |
Tender Value
₹24.0 L
EMD Value
₹47,960
Closing Date
30 Sept 2026, 3:00 pmClosed
Ex. Eng., Meerut Divison Ganga Canal, Meerut
Office of the Ex. Eng., Meerut Divison Ganga Canal, Meerut
TN 10/EE/2026-27 Rajwaha Dabathua ke Km. 2.500 se Km. 4.500 tak seva marg par sadak navinikaran ka karya (Lot-1)
2026_UPIDC_1187250_1
TN 10/EE/2026-27
Open Tender
Civil Works - Canal
Piece-work
45 days
As per Tender Notice
As per Tender Notice
2 documents required · 2 mandatory
₹854
₹47,960
11 Oct 2026
18 Sept 2026
30 Sept 2026
18 Sept 2026
30 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting jhunds from Internal and External Portion of Canal Section including all cost of labour, T&P, disposal of uprooted Jhund etc complete in all respect. | 314 | Nos | - | - |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber MORD Specification 405.3 (G-3) | 78 | Cum | - | - |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-A) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical Specification Cause (S.I.No- 502) | 1,121 | Sqm | - | - |
| 4 | 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.(S.I.No- 503) | 6,000 | Sqm | - | - |
| 5 | 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 to be followed by seal caot or either type A or type B or type C as per technical specification clause 508 . (By Paver Machine) | 6,000 | Sqm | - | - |
| 6 | Providing and laying seal coat by mannual means with 80/100 grade bitumen 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 | 6,000 | Sqm | - | - |
| 7 | Earth work in filling by power transported earth with a lead of 200 m to 1.00 km including excavation, loading, unloading, manual compaction and dressing of the surface upto the required level & slope and all lift etc. complete. | 1,019 | Cum | - | - |
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