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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.6 L+₹3,362.68 (2.10%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.7 L+₹9,319.20 (5.82%)Rejected-Finance MADATHIN KIZHAKKE VEEDU | KANNUR | KERALA | 670612 | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.7 L+₹12,707.65 (7.94%)Rejected-Finance 25 P NO 310 | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | G.GANGADHARAN L1 | SHAJI.P L4 | BIBIN W L2 | RAKESH A L3 |
|---|---|---|---|---|---|---|---|
| 1.00Anganwadi Maintenance | |||||||
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 30.24 | sqm | 164.72 ₹4,981.13 Lowest | 177.8 ₹5,376.67 | 169 ₹5,110.56 | 174.31 ₹5,271.13 |
| 1.00 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 124.75 | kg | 3.86 ₹481.54 Lowest | 4.16 ₹518.97 | 4 ₹499.01 | 4.1 ₹511.48 |
| 1.00 | 15.7.1:Demolishing brick work 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 mud mortar | 2.46 | cum | 703.96 ₹1,731.74 Lowest | 759.83 ₹1,869.18 | 723 ₹1,778.58 | 744.93 ₹1,832.53 |
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | 143.26 ₹286.52 | 154.8 ₹309.6 | 140 ₹280 Lowest | 150.61 ₹301.22 |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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 | 5.04 | cum | 7,385.34 ₹37,222.11 Lowest | 7,971.47 ₹40,176.21 | 7,500 ₹37,800 | 7,815.17 ₹39,388.46 |
| 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 | 42.45 | kilogram | 108.6 ₹4,610.5 Lowest | 117.22 ₹4,976.46 | 112 ₹4,754.85 | 114.92 ₹4,878.81 |
| 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). | 0.36 | cum | 12,985.11 ₹4,674.64 Lowest | 14,015.68 ₹5,045.64 | 13,500 ₹4,860 | 13,740.86 ₹4,946.71 |
| 1.01 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 56.81 | kg | 187.67 ₹10,661.16 Lowest | 202.56 ₹11,507.03 | 190 ₹10,793.52 | 198.59 ₹11,281.5 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 52.39 | kilogram | 112.72 ₹5,905.4 Lowest | 121.67 ₹6,374.29 | 115 ₹6,024.85 | 119.28 ₹6,249.08 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
10 Oct 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Karode GP
Building Renovation
2025_LSGD_803656_1
AE/KRD/75/TEND/2025-26
Open Tender
Civil Works - Buildings
Item Rate
Karode grama panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,236
Yes
18 May 2026
29 Sept 2025
14 Oct 2025
29 Sept 2025
10 Oct 2025
29 Sept 2025
Amount
Anganwadi Maintenance
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
15.7.1:Demolishing brick work 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 mud mortar
15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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
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
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).
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
50.9.15.5:Providing and fixing iron hooks and eyes: 100 mm
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
21.1.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
BIBIN W (BID ID -2381622)
RAKESH A (BID ID -2381092)
SHAJI.P (BID ID -2382816)
Bidder Name
G.GANGADHARAN
RAKESH A
SHAJI.P
BIBIN W
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