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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.8 LAccepted-AOC KOTHENALLOOR KAKKADA P O THIRUVANANTHAPURAM 695505 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695505 | L1 | Accepted-AOC L1 | |
| 2 | L2₹68.8 L+₹1.0 L (1.50%)Rejected-Finance | L2 | Rejected-Finance L3 | |
| 3 | L3₹71.2 L+₹3.4 L (5.07%)Rejected-Finance | L3 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | A ONE AGENCIES L1 | meconconstructions L2 | saaj constructions L3 |
|---|---|---|---|---|---|---|
| 1.00IP block | ||||||
| 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) | 13.5 | cum | 13,055.9 ₹1,76,254.65 Lowest | 13,251.79 ₹1,78,899.17 | 13,709 ₹1,85,071.5 |
| 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). | 66.28 | cum | 13,740.8 ₹9,10,753.96 Lowest | 13,946.93 ₹9,24,416.47 | 14,428 ₹9,56,302.27 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 71.4 | sqm | 1,044.55 ₹74,580.87 Lowest | 1,060.25 ₹75,701.85 | 1,097 ₹78,325.8 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 293.93 | sqm | 982.55 ₹2,88,800.92 Lowest | 997.31 ₹2,93,139.33 | 1,032 ₹3,03,335.76 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 210.14 | sqm | 779.8 ₹1,63,869.51 Lowest | 791.51 ₹1,66,330.29 | 819 ₹1,72,107.12 |
| 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 | 10,809.87 | kg | 114.9 ₹12,42,054.06 Lowest | 116.63 ₹12,60,755.14 | 121 ₹13,07,994.27 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 135 | sqm | 1,030.9 ₹1,39,171.5 Lowest | 1,046.38 ₹1,41,261.3 | 1,082 ₹1,46,070 |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 17.4 | sqm | 843.1 ₹14,669.94 Lowest | 855.76 ₹14,890.22 | 885 ₹15,399 |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 37.57 | cum | 7,791.85 ₹2,92,724.22 Lowest | 7,908.75 ₹2,97,115.92 | 8,182 ₹3,07,381.38 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
24 Jul 2026, 6:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS- Neyyatinkkara LAC- Project No. 26192- Civil and Electro mechanical Works at First Floor in Neyyattinkara Ayurveda Hospital, Thiruvananthapuram
2026_KEL_861204_1
KRO/ BDC/2434/2026
Open Tender
Civil Works - Others
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
30 Jul 2026
17 Jul 2026
25 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1IP block | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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). | 0.4 | cum | - | - |
| 1.003 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.006 | 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 | - | kg | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 1 | sqm | - | - |
| 1.009 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 1 | cum | - | - |
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