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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹65.8 LAccepted-Finance | ₹65.8 L | L-1 | Accepted-Finance ADMITTED |
| 2 | L-2₹66.1 LRejected-Finance | ₹66.1 L | L-2 | Rejected-Finance ADMITTED |
| 3 | L-3₹66.2 LRejected-Finance | ₹66.2 L | L-3 | Rejected-Finance ADMITTED |
| 4 | Not Admitted-Fee/PreQual/Technical AZAD NAGAR HARDOI UTTAR PRADESH 241001 | HARDOI | HARDOI | UTTAR PRADESH | 241001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | PL ENTERPRISES L2 | M/S MOHD ISRAIL L1 | DHIRENDRA PRATAP SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of material and disposal of material below flooring within 50 metres lead or as per direction of Engineer-in-charge. | 17.53 | Cum | 750 ₹13,147.5 Lowest | 1,372.1 ₹24,052.91 | 1,154.97 ₹20,246.62 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 10.38 | Cum | 900 ₹9,342 Lowest | 1,621.2 ₹16,828.06 | 1,549.21 ₹16,080.8 |
| 3.00 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter 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 up to a distance of 30M from the foundation trenches. | 61.19 | Cum | 100 ₹6,119 Lowest | 106.74 ₹6,531.42 | 177.65 ₹10,870.4 |
| 4.00 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the columns pits, wall trench basement excavation top surface of plinth filling, junction of wall and floor along external perimeter of building, expansion joints surrounding of pipes and conduit etc complete( plinth area of the building at ground floor shall be measured as per IS: 6313 part II 1981) chlorpyrifos for any other approved material such as hepthachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follow. i) Treatment for masonry and foundation 5 ltr per sqm, ii) Back fill in immediatebcontact with foundation 7.5 ltr/sqm, iii) Treatment of top surface of plinth fillingb5 ltr per sqm, iv) Treatment junction of soil along external per meter building 7.50 ltr per sqm, v) Treatment of soil under apron along external perimeter 5 ltr per sqm | 90.34 | Sqm | 120 ₹10,840.8 | 124.53 ₹11,250.04 | 119 ₹10,750.46 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone grit/ aggregate 40 mm nominal size ) | 23.2 | Cum | 4,400 ₹1,02,080 Lowest | 4,536.85 ₹1,05,254.92 | 4,423.94 ₹1,02,635.41 |
| 6.00 | Brick work with common burnt clay F.P.S (NON MODULAR) bricks of class designation 12.5 in foundation and plinth in cement mlortar 1:4 (1 cement : 4 coarse sand ) | 6.06 | Cum | 6,000 ₹36,360 | 4,908.88 ₹29,747.81 | 4,741.87 ₹28,735.73 Lowest |
| 7.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 3 | Sqm | 270 ₹810 Lowest | 273.61 ₹820.83 | 374 ₹1,122 |
| 8.00 | Brick work with common burnt clay F.P.S (NON MODULAR) bricks of class designation 12.5 in superstructure above plinth level upto floor V LEVEL in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) | 84.44 | Cum | 6,300 ₹5,31,972 | 6,223.39 ₹5,25,503.05 | 5,800 ₹4,89,752 Lowest |
| 9.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 18.25 | Cum | 6,700 ₹1,22,275 | 6,024.54 ₹1,09,947.86 | 5,756.95 ₹1,05,064.34 Lowest |
| 10.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.04 | Cum | 7,500 ₹67,800 | 1,891.12 ₹17,095.72 Lowest | 6,907.1 ₹62,440.18 |
Tender Value
₹74.5 L
EMD Value
₹1.5 L
Closing Date
30 Jul 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
SE VTH CIRCLE IW BAREILLY
Sichai khand bareilly ke khandiye karayalaye main atirikt hall ke nirman ka karye.
2026_UPIDC_1169709_1
02/SE/2026-27
Open Tender
Civil Works
Item Rate
360 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
Yes
₹1.5 L
Yes
10 Aug 2026
18 Jul 2026
30 Jul 2026
18 Jul 2026
30 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of material and disposal of material below flooring within 50 metres lead or as per direction of Engineer-in-charge. | 17.53 | Cum | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 10.38 | Cum | - | - |
| 3 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter 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 up to a distance of 30M from the foundation trenches. | 61.19 | Cum | - | - |
| 4 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the columns pits, wall trench basement excavation top surface of plinth filling, junction of wall and floor along external perimeter of building, expansion joints surrounding of pipes and conduit etc complete( plinth area of the building at ground floor shall be measured as per IS: 6313 part II 1981) chlorpyrifos for any other approved material such as hepthachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follow. i) Treatment for masonry and foundation 5 ltr per sqm, ii) Back fill in immediatebcontact with foundation 7.5 ltr/sqm, iii) Treatment of top surface of plinth fillingb5 ltr per sqm, iv) Treatment junction of soil along external per meter building 7.50 ltr per sqm, v) Treatment of soil under apron along external perimeter 5 ltr per sqm | 90.34 | Sqm | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone grit/ aggregate 40 mm nominal size ) | 23.2 | Cum | - | - |
| 6 | Brick work with common burnt clay F.P.S (NON MODULAR) bricks of class designation 12.5 in foundation and plinth in cement mlortar 1:4 (1 cement : 4 coarse sand ) | 6.06 | Cum | - | - |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 3 | Sqm | - | - |
| 8 | Brick work with common burnt clay F.P.S (NON MODULAR) bricks of class designation 12.5 in superstructure above plinth level upto floor V LEVEL in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) | 84.44 | Cum | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 18.25 | Cum | - | - |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.04 | Cum | - | - |
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