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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹33.1 L+₹69,261.35 (2.14%)Accepted-AOC | ₹33.1 L+₹69,261.35 (2.14%) | L3 | Accepted-AOC Agreement executed |
| 2 | L1₹32.4 LRejected-AOC | ₹32.4 L | L1 | Rejected-AOC Agreement executed |
| 3 | L2₹32.5 L+₹11,802.11 (0.36%)Rejected-Finance | ₹32.5 L+₹11,802.11 (0.36%) | L2 | Rejected-Finance Lowest tender accepted |
| Sl No | Description | Qty | Unit | HIZAA CONSTRUCTIONS PRIVATE LIMTTED L1 | DEMOCRATIC LABOUR CONTRACT & CONSTRUCTION CO OP SOCIETY LTD D 3001 L3 | JASIR CA L2 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 1.00 | 15.2.1: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 (i/c equivalent design mix) | 2.35 | cum | 2,500 ₹5,880 | 2,150.01 ₹5,056.82 | 2,113.02 ₹4,969.82 Lowest |
| 1.00 | OD25218/2023-2024:Demolishing solid block masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 9.06 | cum | 2,300 ₹20,833.4 | 1,819.36 ₹16,479.76 | 1,788.06 ₹16,196.25 Lowest |
| 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) | 7.91 | cum | 12,189 ₹96,354.05 | 10,910.29 ₹86,245.84 | 10,722.58 ₹84,761.99 Lowest |
| 1.00 | 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). | 1.37 | cum | 13,139 ₹18,039.85 | 11,482.58 ₹15,765.58 | 11,285.03 ₹15,494.35 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.57 | sqm | 728 ₹16,434.6 | 651.67 ₹14,711.45 | 640.46 ₹14,458.38 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 105.73 | sqm | 962 ₹1,01,713.22 | 861.52 ₹91,089.37 | 846.7 ₹89,522.44 Lowest |
| 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 | 1,786.89 | kg | 80 ₹1,42,950.96 Lowest | 96.03 ₹1,71,594.76 | 94.38 ₹1,68,646.4 |
| 1.01 | 50.6.1.9:Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 43.2 | cum | 8,100 ₹3,49,952.4 | 7,855.09 ₹3,39,371.31 | 7,719.95 ₹3,33,532.72 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 746.15 | sqm | 353 ₹2,63,390.24 | 315.86 ₹2,35,678.31 | 310.42 ₹2,31,619.26 Lowest |
Tender Value
₹35.6 L
EMD Value
₹50,000
Closing Date
17 Jun 2026, 3:00 pmClosed
Exeutive Engineer
PWD,Buildings Division,Kozhikode
General Civil Work
2026_PWD_855172_1
06/EEBK/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Vadakara
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
25 Jul 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 15.2.1: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 (i/c equivalent design mix) | 1 | cum | - | - |
| 1.002 | OD25218/2023-2024:Demolishing solid block masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.4 | sqm | - | - |
| 1.007 | 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 | 0.8 | kg | - | - |
| 1.008 | 50.6.1.9:Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.2 | sqm | - | - |
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