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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-Finance NA | NA | NA | 121004 | L1 | Accepted-Finance L1 | |
| 2 | L2₹40.8 L+₹1.0 L (2.60%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | TIRUPATI ASSOCIATES L2 | M/S S R CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 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. | 998 | Nos | 10 ₹9,980 Lowest | 10 ₹9,980 Lowest |
| 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) | 168.26 | Cum | 2,000 ₹3,36,520 Lowest | 3,150 ₹5,30,019 |
| 3.00 | Brick laying on both side of the road of M-150 bricks 7 cm wide 11 cm deep, laid with mud morter including labour and supply of brick finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in- charge. | 1.02 | Km. | 10,000 ₹10,200 Lowest | 10,000 ₹10,200 Lowest |
| 4.00 | 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) | 2,243.47 | Sqm | 52 ₹1,16,660.44 | 50 ₹1,12,173.5 Lowest |
| 5.00 | 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) | 11,700 | Sqm | 25 ₹2,92,500 | 20 ₹2,34,000 Lowest |
| 6.00 | 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 . | 11,700 | Sqm | 200 ₹23,40,000 | 190 ₹22,23,000 Lowest |
| 7.00 | 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 | 11,700 | Sqm | 80 ₹9,36,000 | 70 ₹8,19,000 Lowest |
| 8.00 | 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. | 2,088.45 | Cum | 20 ₹41,769 Lowest | 20 ₹41,769 Lowest |
Tender Value
₹49.1 L
EMD Value
₹1 L
Closing Date
30 Sept 2026, 3:00 pmClosed
SE 1st IWC Meerut
Office of SE 1st IWC Meerut
As per the NIT
2026_UPIDC_1186349_7
17/SE-1/2026-27
Open Tender
Civil Works
Piece-work
45 days
Meerut
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1 L
Office of SE 1st IWC Meerut
6 Oct 2026
24 Sept 2026
30 Sept 2026
24 Sept 2026
30 Sept 2026
24 Sept 2026
25 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. | 998 | 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) | 168.26 | Cum | - | - |
| 3 | Brick laying on both side of the road of M-150 bricks 7 cm wide 11 cm deep, laid with mud morter including labour and supply of brick finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in- charge. | 1.02 | Km. | - | - |
| 4 | 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) | 2,243.47 | Sqm | - | - |
| 5 | 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) | 11,700 | Sqm | - | - |
| 6 | 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 . | 11,700 | Sqm | - | - |
| 7 | 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 | 11,700 | Sqm | - | - |
| 8 | 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. | 2,088.45 | Cum | - | - |
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