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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.6 Cr+₹17.9 L (7.40%)Rejected-Finance NAGLA VATOOL POST NARUPURA ATRAULI DISTRICT ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹2.6 Cr+₹17.9 L (7.40%) | L2 | Rejected-Finance Higher than L1 |
| 3 | L3₹2.6 Cr+₹18.8 L (7.79%)Rejected-Finance | ₹2.6 Cr+₹18.8 L (7.79%) | L3 | Rejected-Finance Higher than L1 |
| 4 | L4₹2.8 Cr+₹34.0 L (14.0%)Rejected-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹2.8 Cr+₹34.0 L (14.0%) | L4 | Rejected-Finance Higher than L1 |
| 5 | L5₹2.8 Cr+₹40.8 L (16.9%)Rejected-Finance FLAT 1 21 A P SEN ROAD CHARBAGH LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹2.8 Cr+₹40.8 L (16.9%) | L5 | Rejected-Finance Higher than L1 |
| Sl No | Description | Qty | Unit | VEERESH KUMAR L2 | SHOBHA ENTERPRISES L5 | M/S JAMEEL CONTRACTOR L3 | Mahesh Chandra Sharma L1 | S F INFRA PROJECTS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | E/W in foundation in dry soil including lift upto 1.5 M and lead upto 30 M including back filling, watering and ramming of excavated earth or as directed by Engineer in charge. | 3,332 | Cum | 80 ₹2,66,560 | 50.12 ₹1,66,999.84 | 38 ₹1,26,616 Lowest | 40 ₹1,33,280 | 50 ₹1,66,600 |
| 2.00 | Laying 50 mm thick C.C. of M10 (1:3:6) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate in base including cost of all materials, labour charges, curing work, T&P etc. | 1,186 | Cum | 4,000 ₹47,44,000 | 4,908.56 ₹58,21,552.16 | 4,565 ₹54,14,090 | 3,800 ₹45,06,800 Lowest | 5,000 ₹59,30,000 |
| 3.00 | Centring &shuttering for C.C.Work I/C All Cost Of Labour T&P etc Comp. | 6,410 | Sqm | 300 ₹19,23,000 Lowest | 430.1 ₹27,56,941 | 427 ₹27,37,070 | 300 ₹19,23,000 Lowest | 300 ₹19,23,000 Lowest |
| 4.00 | Laying 75 mm thick C.C. lining of M20 (1:1.5:3) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate including cost of all materials, labour charges, curing work, T&P etc. | 2,851 | Cum | 6,000 ₹1,71,06,000 | 6,158.85 ₹1,75,58,881.35 | 5,680 ₹1,61,93,680 Lowest | 5,800 ₹1,65,35,800 | 6,200 ₹1,76,76,200 |
| 5.00 | Laying LDPE film including cost of all materials, labour charges, T&P etc. | 27,742 | Sqm | 50 ₹13,87,100 | 47.5 ₹13,17,745 | 27 ₹7,49,034 Lowest | 30 ₹8,32,260 | 50 ₹13,87,100 |
| 6.00 | E/W in filling for Restroration of both bank and top of for making slope of canal including lead upto 1 km and also i/c ramming dressing by manual or as directed by Engineer in charge | 4,480 | Cum | 100 ₹4,48,000 | 130 ₹5,82,400 | 170 ₹7,61,600 | 50 ₹2,24,000 Lowest | 100 ₹4,48,000 |
| 7.00 | Videography/Photography of canal before work, during the work and after compeletion of the work by DRONE i/c providing pen drive and vehicles for reaching to canal with direction of Engineer-in-charge. | 2.5 | Km | 1,500 ₹3,750 | 1,234.2 ₹3,085.5 | 7,000 ₹17,500 | 1,000 ₹2,500 Lowest | 1,000 ₹2,500 Lowest |
| 8.00 | Supplying of iron sign board size 1.20 x0.90 mt. with 16 gauge iron sheet 50x50x5 mmsize MS angle upto 3.00 mt. height i/c cost of materials & also including Erection and writing work . | 6 | No | 5,000 ₹30,000 | 5,569.16 ₹33,414.96 | 4,500 ₹27,000 | 1,000 ₹6,000 Lowest | 3,000 ₹18,000 |
| 9.00 | Finishing wall with acrylic smooth exterior paint (APEX) of required shade new work two or more coat applied include all labour,material and T&P etc complete | 387.5 | Sqm | 200 ₹77,500 | 90 ₹34,875 | 135 ₹52,312.5 | 80 ₹31,000 Lowest | 100 ₹38,750 |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
5 Mar 2026, 5:00 pmClosed
Suprintending Engineer
Madhay Ganga Canal Consturction Circle Moradabad 244001
Construction of CC lining at Head/Cross regulator of Atrauli Dy. System (from Km 0.000 to Km 8.400) in District Bulandshahar
2026_UPIDC_1119077_1
02/SE/2025-26
Open Tender
Civil Works
Item Wise
120 days
Dibai
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹7.6 L
Yes
15 Apr 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
E/W in foundation in dry soil including lift upto 1.5 M and lead upto 30 M including back filling, watering and ramming of excavated earth or as directed by Engineer in charge.
Laying 50 mm thick C.C. of M10 (1:3:6) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate in base including cost of all materials, labour charges, curing work, T&P etc.
Centring &shuttering for C.C.Work I/C All Cost Of Labour T&P etc Comp.
Laying 75 mm thick C.C. lining of M20 (1:1.5:3) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate including cost of all materials, labour charges, curing work, T&P etc.
Laying LDPE film including cost of all materials, labour charges, T&P etc.
E/W in filling for Restroration of both bank and top of for making slope of canal including lead upto 1 km and also i/c ramming dressing by manual or as directed by Engineer in charge
Videography/Photography of canal before work, during the work and after compeletion of the work by DRONE i/c providing pen drive and vehicles for reaching to canal with direction of Engineer-in-charge.
Supplying of iron sign board size 1.20 x0.90 mt. with 16 gauge iron sheet 50x50x5 mmsize MS angle upto 3.00 mt. height i/c cost of materials & also including Erection and writing work .
Finishing wall with acrylic smooth exterior paint (APEX) of required shade new work two or more coat applied include all labour,material and T&P etc complete
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