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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC | ₹3.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 CrRejected-Finance M0 NO 211 AWAS VIKAS COLONY POLICE STATION KOTWALI KATRA TEHSIL SADAR DISTRICT MIRZAPUR | ₹3.5 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical TURN OVER NOT VERIFY BY UDIN. BID CAPICITY CALCULATION BY WICH YEAR, NOT CLEAR. |
| 4 | Rejected-Technical | - | - | Rejected-Technical FORM A AND B NOT UPLOADED. |
| Sl No | Description | Qty | Unit | M/S BADRI SINGH L2 | VINAY KUMAR SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | E/W excavation in foundation including back filling of excavated earth with 30m lead & 1.5 m lift etc. | 7,904.12 | M3 | 50 ₹4.0 L | 85 ₹6.7 L |
| 2.00 | Laying LDPE film 200 Micron below in stone lining C.C. foundation including cost of all materials, labours and T&P etc. required for proper completion of work as per direction of Engineer-in-charge. | 15,584 | M2 | 20 ₹3.1 L | 29 ₹4.5 L |
| 3.00 | Laying.C.C. 1:3:6 (1 Part O.P.C.Cement 53 Grade,3 Part coarse sand above 2 FM and 3 part 20 mm to 40 mm well graded stone ballast ) in foundation & floor , mixing and compaction by machenical including cost of all materials labours T&P etc.required for proper completion of work as per direction of Engineer-in-charge. | 2,280.46 | M3 | 4,000 ₹91.2 L | 3,800 ₹86.7 L |
| 4.00 | C.R.S. Masonary with 1:3 (1 Part O.P.C.Cement 53 Grade,3 Part coarse sand above 2 FM and 200 x200x150 mm cut stone all faces are dressed )including cost of all material labour and T&P etc.required for proper completion of work as per direction of Engineer-in-charge. | 4,076.4 | M3 | 4,200 ₹1.7 Cr | 3,900 ₹1.6 Cr |
| 5.00 | Deep struck cement pointing on stone masonary with 1:2 (1 Part O.P.C.Cement 53 Grade,2 Part coarse sand above 2 FM ) including cost of all material labours and T&P etc..required for proper completion of work as per direction of Engineer-in-charge. | 15,653.48 | M2 | 120 ₹18.8 L | 119 ₹18.6 L |
| 6.00 | Laying C.C. 1:2:4 (1 Part O.P.C.Cement 53 Grade,2 Part coarse sand above 2 FM and 4 part 10 mm to 20 mm well graded Dala stone grit ) in bed floor and coaping including cost of all materials, labours and T&P etc. required for proper completion of work as per direction of Engineer-in-charge. | 379.28 | M3 | 6,300 ₹23.9 L | 6,400 ₹24.3 L |
| 7.00 | Casting and Fixing of R.C.C.Pre cast wheel guard inclding cost of all materials labours T&P etc.required for proper completion of work as per direction of Engineer-in-charge. | 4 | Each | 400 ₹1,600 | 600 ₹2,400 |
| 8.00 | Finishing wall Colour Washing in two coats with water proofing cement paint of premium quality such as snowcem,Durocem,Supercem, of required shade on new wall surface over one coat of white cement primer to give an even shade after including curing and cost of all materials labours T&P etc.required for proper completion of work as per direction of Engineer-in-Charge. | 113 | M2 | 60 ₹6,780 | 110 ₹12,430 |
| 9.00 | Earth work in correcting internal section of canal by hydraulic excavator (Poclain/JCB) in all type of soil mixed including all lead, lift and dressing, etc.required for proper completion of work as per direction of Engineer-in-charge. | 7,100 | M3 | 50 ₹3.5 L | 48 ₹3.4 L |
| 10.00 | E/W in correcting internal section of canal by pick axe in rocks including all lead and lift as per site requirement and direction of Engineer-in-charge. | 1,191.6 | M3 | 140 ₹1.7 L | 255 ₹3.0 L |
Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
18 Mar 2026, 3:00 pmClosed
SE
SE IRRIIGATION WORK CIRCLE PRAYAGRAJ
Restoration of the Meja branch canal from km 4.000 to km 8.000 including its Pucca work and demarcation of canal land.
2026_UPIDC_1124343_7
07/SE/2025-26
Open Tender
Civil Works
450 days
MEJA BRANCH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹9.0 L
Yes
SE IRRIIGATION WORK CIRCLE PRAYAGRAJ
25 May 2026
12 Mar 2026
18 Mar 2026
12 Mar 2026
18 Mar 2026
12 Mar 2026
12 Mar 2026
E/W excavation in foundation including back filling of excavated earth with 30m lead & 1.5 m lift etc.
Laying LDPE film 200 Micron below in stone lining C.C. foundation including cost of all materials, labours and T&P etc. required for proper completion of work as per direction of Engineer-in-charge.
Laying.C.C. 1:3:6 (1 Part O.P.C.Cement 53 Grade,3 Part coarse sand above 2 FM and 3 part 20 mm to 40 mm well graded stone ballast ) in foundation & floor , mixing and compaction by machenical including cost of all materials labours T&P etc.required for proper completion of work as per direction of Engineer-in-charge.
C.R.S. Masonary with 1:3 (1 Part O.P.C.Cement 53 Grade,3 Part coarse sand above 2 FM and 200 x200x150 mm cut stone all faces are dressed )including cost of all material labour and T&P etc.required for proper completion of work as per direction of Engineer-in-charge.
Deep struck cement pointing on stone masonary with 1:2 (1 Part O.P.C.Cement 53 Grade,2 Part coarse sand above 2 FM ) including cost of all material labours and T&P etc..required for proper completion of work as per direction of Engineer-in-charge.
Laying C.C. 1:2:4 (1 Part O.P.C.Cement 53 Grade,2 Part coarse sand above 2 FM and 4 part 10 mm to 20 mm well graded Dala stone grit ) in bed floor and coaping including cost of all materials, labours and T&P etc. required for proper completion of work as per direction of Engineer-in-charge.
Casting and Fixing of R.C.C.Pre cast wheel guard inclding cost of all materials labours T&P etc.required for proper completion of work as per direction of Engineer-in-charge.
Finishing wall Colour Washing in two coats with water proofing cement paint of premium quality such as snowcem,Durocem,Supercem, of required shade on new wall surface over one coat of white cement primer to give an even shade after including curing and cost of all materials labours T&P etc.required for proper completion of work as per direction of Engineer-in-Charge.
Earth work in correcting internal section of canal by hydraulic excavator (Poclain/JCB) in all type of soil mixed including all lead, lift and dressing, etc.required for proper completion of work as per direction of Engineer-in-charge.
E/W in correcting internal section of canal by pick axe in rocks including all lead and lift as per site requirement and direction of Engineer-in-charge.
Earth work in embankment for restoration of canal section by borrowing earth lead up to 1.000 km in all type of soil mixed including all lift and dressing, etc.required for proper completion of work as per direction of Engineer-in-charge.
Making, Fixing, Painting and writting of RCC Pre-Cast boundry Piller @ 200 mtr c/c both side of Meja branch including cost of all materials, labour and T&P etc. required for proper completion of work as per direction of Engineer-in-Charge.
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