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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.1 CrAccepted-AOC | ₹3.1 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹3.3 Cr+₹23.7 L (7.63%)Rejected-Finance | ₹3.3 Cr+₹23.7 L (7.63%) | L-2 | Rejected-Finance ADMITEED |
| 3 | Not Admitted-Fee/PreQual/Technical ANWALKHEDA MR | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 121004 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHIV SUNDER CONSTRUCTION & CONSULTANTS PVT LTD L1 | PL ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. | 3,069.34 | Sqm | 20 ₹61,386.8 | 15 ₹46,040.1 Lowest |
| 2.00 | 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. | 1,236.46 | Cum | 100 ₹1,23,646 Lowest | 105 ₹1,29,828.3 |
| 3.00 | 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) Aldrine emulsificable concentrate of 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 immediate contact with foundation 7.5 ltr/sqm, iii) Treatment of top surface of plinth filling 5 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 | 1,044.83 | Sqm | 100 ₹1,04,483 Lowest | 100 ₹1,04,483 Lowest |
| 4.00 | 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 ) | 185.68 | Cum | 4,500 ₹8,35,560 Lowest | 4,600 ₹8,54,128 |
| 5.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) | 506.17 | Cum | 5,000 ₹25,30,850 Lowest | 5,500 ₹27,83,935 |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 572.68 | Cum | 5,800 ₹33,21,544 Lowest | 5,800 ₹33,21,544 Lowest |
| 7.00 | 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) | 160.93 | Cum | 6,200 ₹9,97,766 Lowest | 6,300 ₹10,13,859 |
| 8.00 | 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) | 36.19 | Cum | 7,000 ₹2,53,330 Lowest | 7,500 ₹2,71,425 |
| 9.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 236.82 | Cum | 7,050 ₹16,69,581 Lowest | 7,500 ₹17,76,150 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 949.19 | Sqm | 450 ₹4,27,135.5 Lowest | 475 ₹4,50,865.25 |
Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
5 Aug 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
SE VTH CIRCLE IW BAREILLY
Baigul bandh calony maiin vibhin shedi ke 10 addad avason ke nirman ka karye.
2026_UPIDC_1169700_2
02/SE/2026-27
Open Tender
Civil Works
Item Rate
540 days
UDHAM SINGH NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
Yes
₹7.5 L
Yes
3 Sept 2026
30 Jul 2026
5 Aug 2026
30 Jul 2026
5 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. | 3,069.34 | Sqm | - | - |
| 2 | 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. | 1,236.46 | Cum | - | - |
| 3 | 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) Aldrine emulsificable concentrate of 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 immediate contact with foundation 7.5 ltr/sqm, iii) Treatment of top surface of plinth filling 5 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 | 1,044.83 | Sqm | - | - |
| 4 | 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 ) | 185.68 | Cum | - | - |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) | 506.17 | Cum | - | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 572.68 | Cum | - | - |
| 7 | 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) | 160.93 | Cum | - | - |
| 8 | 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) | 36.19 | Cum | - | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 236.82 | Cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 949.19 | Sqm | - | - |
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