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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹76.5 LAccepted-AOC PADINJARE VEETTIL KUNIYAN KARIVELLUR | ERNAKULAM | KERALA | 680667 | 1 | Accepted-AOC Agreement executed | |
| 2 | 2₹78.2 L+₹1.7 L (2.19%)Rejected-AOC | 2 | Rejected-AOC Work awarded to L1 | |
| 3 | 3₹79.9 L+₹3.4 L (4.39%)Rejected-AOC MAYURAM PAYANCHERY IRITTY KANNUR PIN 670001 | IRITTY | KANNUR | KERALA | 670001 | 3 | Rejected-AOC Work awarded to L1 | |
| 4 | 4₹80.3 L+₹3.8 L (5.00%)Rejected-AOC | 4 | Rejected-AOC Work awarded to L1 |
| Sl No | Description | Qty | Unit | M.T MUHAMMED MUNAZIR L4 | KRISHNAN P V L1 | M SUKUMARAN L2 | PRAVAH INFRATECH LLP L3 |
|---|---|---|---|---|---|---|---|
| 1.00Gate,Wachman cabin | |||||||
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 67.38 | cum | 553.27 ₹37,280.99 | 526.92 ₹35,505.45 | 520 ₹35,039.16 Lowest | 550.08 ₹37,066.04 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 7.63 | cum | 198.05 ₹1,511.52 | 188.62 ₹1,439.55 Lowest | 192.5 ₹1,469.16 | 196.91 ₹1,502.82 |
| 1.00 | 4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.71 | cum | 6,685.84 ₹38,149.4 | 6,367.47 ₹36,332.78 Lowest | 6,498.51 ₹37,080.5 | 6,647.26 ₹37,929.27 |
| 1.00 | 5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 23.33 | cum | 8,839.94 ₹2,06,200.44 | 8,418.99 ₹1,96,381.36 Lowest | 9,691.62 ₹2,26,066.73 | 8,788.93 ₹2,05,010.58 |
| 1.00 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.56 | cum | 10,764.39 ₹59,839.24 | 10,251.8 ₹56,989.76 Lowest | 10,462.79 ₹58,162.65 | 10,702.29 ₹59,494.03 |
| 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). | 15.56 | cum | 11,329.04 ₹1,76,302.52 | 10,789.56 ₹1,67,907.13 Lowest | 11,011.62 ₹1,71,362.83 | 11,263.67 ₹1,75,285.23 |
| 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 | 2,926.05 | kilogram | 94.75 ₹2,77,243.24 | 90.24 ₹2,64,046.75 Lowest | 91 ₹2,66,270.55 | 94.21 ₹2,75,663.17 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 3,086.31 | kg | 94.75 ₹2,92,427.87 | 90.24 ₹2,78,508.61 Lowest | 91 ₹2,80,854.21 | 94.21 ₹2,90,761.27 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 32.76 | sqm | 325.45 ₹10,661.74 | 309.95 ₹10,153.96 Lowest | 316.33 ₹10,362.97 | 323.57 ₹10,600.15 |
Tender Value
₹89.0 L
EMD Value
₹50,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
Superintending Engineer, Buildings North Circle
The proposed work includes scarifying the damaged portions and providing Granular Sub Base (GSB), Wet Mix Macadam (WMM), Bitumen Emulsion (SS), Bitumen Emulsion (RS), and 20 mm close-graded premix surfacing,
2026_PWD_833913_1
PWD/BLDG/TR/23552/2025_5_1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Payyannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jul 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
11 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Gate,Wachman cabin | |||||
| 1.001 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 0.2 | cum | - | - |
| 1.002 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 1 | cum | - | - |
| 1.003 | 4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 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). | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
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