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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹62.4 LAccepted-AOC | 2 | Accepted-AOC Agreement Executed | |
| 2 | 2₹63.4 LRejected-AOC | 2 | Rejected-AOC Agreement Executed with L1 |
| Sl No | Description | Qty | Unit | VASUDEVAN V V L2 | ANIL KUMAR K L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 53.47 | cum | 339.1 ₹18,132.36 | 334.06 ₹17,862.86 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 53.47 | cum | 300.21 ₹16,052.83 | 295.75 ₹15,814.34 Lowest |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 198.08 | cum | 420.16 ₹83,224.45 | 413.92 ₹81,988.45 Lowest |
| 1.00 | OD83199/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 22.87 | cum | 6,251.27 ₹1,42,960.29 | 6,158.43 ₹1,40,837.14 Lowest |
| 1.00 | OD84148/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1;6 for superstructure above plinth level to floor two level including all cost of materials, labour charges etc | 30.32 | cum | 7,537.06 ₹2,28,493.51 | 7,425.13 ₹2,25,100.24 Lowest |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 36.02 | cum | 9,392.67 ₹3,38,361.54 | 9,253.17 ₹3,33,336.2 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 360.24 | sqm | 791.47 ₹2,85,119.15 | 779.71 ₹2,80,882.73 Lowest |
| 1.01 | 5.3: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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 13.5 | cum | 12,671.46 ₹1,71,064.71 | 12,483.27 ₹1,68,524.15 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,620 | kilogram | 105.98 ₹1,71,687.6 | 104.41 ₹1,69,144.2 Lowest |
Tender Value
₹62.8 L
EMD Value
₹50,000
Closing Date
10 Feb 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
Superintending Engineer, Buildings North Circle
This project involves the construction of a mini bus station and a beautification initiative, The work includes a bus shelter, an open stage, a drainage system, and installing comfortable seating around trees . The entire area will be
2026_PWD_833325_1
PWD/BLDG/TR/12720/2025_5_1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Puthiyatheru
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jul 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.002 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.003 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 0.2 | cum | - | - |
| 1.004 | OD83199/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 1 | cum | - | - |
| 1.005 | OD84148/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1;6 for superstructure above plinth level to floor two level including all cost of materials, labour charges etc | 1 | cum | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.008 | 5.3: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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.009 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
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