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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹30.6 L+₹94,095.46 (3.17%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KRISHNAKUMAR L2 | JOSE P DANIEL L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF FIRST FLOOR | |||||
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 88.56 | sqm | 985 ₹87,231.6 | 893.88 ₹79,162.01 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) | 6.64 | cum | 11,955 ₹79,405.11 | 11,319.98 ₹75,187.31 Lowest |
| 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 | 3,656.5 | kilogram | 99 ₹3,61,993.5 Lowest | 99.65 ₹3,64,370.23 |
| 1.00 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 66.5 | metre | 228.13 ₹15,170.65 | 202.19 ₹13,445.64 Lowest |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 156.29 | sqm | 800 ₹1,25,031.2 Lowest | 851.95 ₹1,33,150.41 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 85.74 | sqm | 750 ₹64,307.25 | 676.14 ₹57,974.27 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). | 29.92 | cum | 12,500 ₹3,74,037.5 | 11,913.77 ₹3,56,495.74 Lowest |
| 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 | 57.13 | cum | 6,800 ₹3,88,463.6 | 6,451.4 ₹3,68,549.13 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 453.16 | sqm | 320 ₹1,45,009.92 Lowest | 327.72 ₹1,48,508.28 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
12 Oct 2026, 6:00 pmClosed
AE
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER
KOTTARAKKARA BP 2026-27 CONSTRUCTION OF NEW OFFICE BUILDING FOR ASSISTANT DIRECTOR OF AGRICULTURE AT KOTTARAKKARA BP -SO 58/27
2026_LSGD_875605_2
01/AE/LIDEW/KTRBP/2026-27
Open Tender
Civil Works - Buildings
Item Rate
270 days
KOTTARAKKARA
PLS REFER TENDER NOTICE
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF FIRST FLOOR | |||||
| 1.001 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 88.56 | sqm | - | - |
| 1.002 | 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) | 6.64 | cum | - | - |
| 1.003 | 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 | 3,656.5 | kilogram | - | - |
| 1.004 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 66.5 | metre | - | - |
| 1.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 156.29 | sqm | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 85.74 | sqm | - | - |
| 1.007 | 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). | 29.92 | cum | - | - |
| 1.008 | 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 | 57.13 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 453.16 | sqm | - | - |
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