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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹61.8 LAccepted-AOC | ₹61.8 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹68.9 LRejected-Finance 13 ARUNA NAGAR GT ROAD ETAH | ETAH | UTTAR PRADESH | 207001 | ₹68.9 L | L-2 | Rejected-Finance ADMITTED |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S MOHD ISRAIL L1 | SHREE HARI BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismentling existing plaster including disposal of refuse as directed by the Engineer-in-charge with in distance of 60 Meters. | 449 | Sqm | 41.84 ₹18,786.16 Lowest | 46.98 ₹21,094.02 |
| 2.00 | Racking our joints of Brick work in cement or lime, mortar to a depth of 1 cm (3/8”) including disposal of refuse as directed by the Engineer-in-charge with in 60 metre. | 449 | Sqm | 30 ₹13,470 Lowest | 33.68 ₹15,122.32 |
| 3.00 | Scraping Old white wash or colour wash including disposal of refuse as directed by the Engineer-in-charge with in 60 mts | 3,752 | Sqm | 13.42 ₹50,351.84 Lowest | 15.07 ₹56,542.64 |
| 4.00 | Dismentling Cement concrete or brick or granolithic floor including base concrete and including stacking of dismantled material as directed by Engineer Incharge with in 60 Meters distance. | 557 | Sqm | 59.21 ₹32,979.97 Lowest | 66.48 ₹37,029.36 |
| 5.00 | Dismentling door and window chaukhat with hold fast including stacking of dismantled material as directed by Engineer Incharge with in distance of 60 Meters. | 35 | Sqm | 66.31 ₹2,320.85 Lowest | 78.89 ₹2,761.15 |
| 6.00 | Earth work in foundation in dry ordinary soil including lift up to 1.50 m and lead up to 30 m and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge. | 135 | Cum | 94.74 ₹12,789.9 Lowest | 106.38 ₹14,361.3 |
| 7.00 | Laying C.C. 1:3:6 Mix (M-10) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excludiing cost of shuttering. | 43 | Cum | 5,151.64 ₹2,21,520.52 Lowest | 5,784.58 ₹2,48,736.94 |
| 8.00 | Brick work (M-150) in 1:6 cement and coarse sand mortar in foundation, Plinth & Wall including supply of all material, labour and T&P etc. required for proper completion of work. | 140 | Cum | 4,674.23 ₹6,54,392.2 Lowest | 5,248.52 ₹7,34,792.8 |
| 9.00 | Centering & Shuttering for R.C.C. Work in foundation, columns, beams, lintels, sunshades, roof slabs with MS Plates/Plywood panels of required shapes & sizes including all material & labour required to complete the work at ground floor. | 5 | Sqm | 762.65 ₹3,813.25 Lowest | 856.36 ₹4,281.8 |
| 10.00 | R.C.C. work with approved cement, coarse sand and 20 mm gauge stone aggregate in the proportion of 1:1.5:3 ( M-20) in the slab etc, excluding supply of reinforcement and its bending and cutting also excluding necessary centering and shuttering etc. but including supply of all material and T&P etc. required for proper completion of work in Columns, Beams, Roof Slab, Lintels, Sunshades etc. or as directed by the Engineer-in-charge. | 3.6 | Cum | 6,534.41 ₹23,523.88 Lowest | 7,337.25 ₹26,414.1 |
Tender Value
₹78.1 L
EMD Value
₹1.6 L
Closing Date
8 Jul 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
SE VTH CIRCLE IW BAREILLY
Sharda Sagar Khand Pilibhit ke antragat navabganj nirikshan bhavan evam staff quarter ke navinikaran ththa sarora va amkhidiya kothi par sthith rajkiye bhumi ki suraksha hetu pre cast boundary wall ka karye.
2026_UPIDC_1164152_1
01/SE/2026-27
Open Tender
Civil Works
Item Rate
360 days
Pilibhit
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
Yes
₹1.6 L
Yes
14 Aug 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismentling existing plaster including disposal of refuse as directed by the Engineer-in-charge with in distance of 60 Meters. | 449 | Sqm | - | - |
| 2 | Racking our joints of Brick work in cement or lime, mortar to a depth of 1 cm (3/8”) including disposal of refuse as directed by the Engineer-in-charge with in 60 metre. | 449 | Sqm | - | - |
| 3 | Scraping Old white wash or colour wash including disposal of refuse as directed by the Engineer-in-charge with in 60 mts | 3,752 | Sqm | - | - |
| 4 | Dismentling Cement concrete or brick or granolithic floor including base concrete and including stacking of dismantled material as directed by Engineer Incharge with in 60 Meters distance. | 557 | Sqm | - | - |
| 5 | Dismentling door and window chaukhat with hold fast including stacking of dismantled material as directed by Engineer Incharge with in distance of 60 Meters. | 35 | Sqm | - | - |
| 6 | Earth work in foundation in dry ordinary soil including lift up to 1.50 m and lead up to 30 m and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge. | 135 | Cum | - | - |
| 7 | Laying C.C. 1:3:6 Mix (M-10) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excludiing cost of shuttering. | 43 | Cum | - | - |
| 8 | Brick work (M-150) in 1:6 cement and coarse sand mortar in foundation, Plinth & Wall including supply of all material, labour and T&P etc. required for proper completion of work. | 140 | Cum | - | - |
| 9 | Centering & Shuttering for R.C.C. Work in foundation, columns, beams, lintels, sunshades, roof slabs with MS Plates/Plywood panels of required shapes & sizes including all material & labour required to complete the work at ground floor. | 5 | Sqm | - | - |
| 10 | R.C.C. work with approved cement, coarse sand and 20 mm gauge stone aggregate in the proportion of 1:1.5:3 ( M-20) in the slab etc, excluding supply of reinforcement and its bending and cutting also excluding necessary centering and shuttering etc. but including supply of all material and T&P etc. required for proper completion of work in Columns, Beams, Roof Slab, Lintels, Sunshades etc. or as directed by the Engineer-in-charge. | 3.6 | Cum | - | - |
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