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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-AOC PARAYIL VALAPPIL VEEDU KOOTANAD P O PALAKKAD 679533 | PALAKKAD | KERALA | 679533 | ₹5.0 L | 1 | Accepted-AOC L |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH QUATED |
| Sl No | Description | Qty | Unit | MOHAMMED ALI P.V L1 | ROOPESH O R L2 |
|---|---|---|---|---|---|
| 1.00Phase-2 Construction of MCF Shead | |||||
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 86.29 | cum | 729.39 ₹62,936.87 | 765.86 ₹66,083.76 |
| 1.00 | OD360156/2025-2026:51.20. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required | 228 | sqm | 621.1 ₹1,41,610.8 | 652.16 ₹1,48,692.48 |
| 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) | 9.36 | cum | 7,932.89 ₹74,275.65 | 8,329.53 ₹77,989.39 |
| 1.00 | 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) | 2.46 | cum | 9,963.93 ₹24,511.27 | 10,462.13 ₹25,736.84 |
| 1.00 | 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 | 73.8 | kilogram | 112.43 ₹8,297.33 | 118.05 ₹8,712.09 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 11.34 | cum | 7,279.03 ₹82,544.2 | 7,642.98 ₹86,671.39 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 79.65 | sqm | 369.76 ₹29,451.38 | 388.25 ₹30,924.11 |
Tender Value
₹5.0 L
EMD Value
₹12,497
Closing Date
4 Feb 2026, 5:00 pmClosed
LINTA C K
LID EW CHALISSERY
Annual Plan-Chalissery GP 2025-26 Pro No 269/25 ward 14 MCF Construction -Completion(Phase 2)-General Civil Work
2026_LSGD_831180_1
114/2026/AE/LIDEW/CHY PHASE
Open Tender
Civil Works - Buildings
LID EW CHALISSERY
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,105
Yes
₹12,497
Yes
26 Mar 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
Phase-2 Construction of MCF Shead
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
OD360156/2025-2026:51.20. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
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)
5.1.3: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)
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
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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