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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹3,775.18 (0.97%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹4.1 L+₹24,456 (6.30%)Accepted-AOC | L3 | Accepted-AOC L3 |
| Sl No | Description | Qty | Unit | PUTHENPURA MARACKAR RAFEEQUE L2 | M B VINOD KUMAR L3 | SHAJAHAN V M L1 |
|---|---|---|---|---|---|---|
| 1.00Civil work | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 93.37 | sqm | 17.26 ₹1,611.5 | 18 ₹1,680.59 | 17 ₹1,587.22 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 5.75 | cum | 341.37 ₹1,964.58 | 359 ₹2,066.05 | 340 ₹1,956.7 Lowest |
| 1.00 | OD87674/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site
Details of cost for 1 cum. | 6.37 | cum | 3,789.79 ₹24,144.75 | 3,993 ₹25,439.4 | 3,750 ₹23,891.25 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 | 5.66 | sqm | 723.97 ₹4,099.12 | 762 ₹4,314.44 | 717 ₹4,059.65 Lowest |
| 1.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1.87 | cum | 8,600.46 ₹16,057.06 | 9,062 ₹16,918.75 | 8,500 ₹15,869.5 Lowest |
| 1.01 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 271.08 | kilogram | 104.14 ₹28,230.27 | 109 ₹29,547.72 | 103 ₹27,921.24 Lowest |
| 1.01 | 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 | 4.37 | cum | 7,320.15 ₹31,959.77 | 7,713 ₹33,674.96 | 7,250 ₹31,653.5 Lowest |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 43.73 | sqm | 301.13 ₹13,169.02 | 317 ₹13,863.04 | 300 ₹13,119.6 Lowest |
| 1.01 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 9.34 | cum | 863.18 ₹8,059.51 | 909 ₹8,487.33 | 850 ₹7,936.45 Lowest |
Tender Value
₹4.1 L
EMD Value
₹10,330
Closing Date
28 Jul 2025, 10:00 amClosed
THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
Annual Plan-EDATHALA GP 2025-2026- Project No. 394/25-26 Providing infrastructural facilities to Open GYM
2025_LSGD_777618_1
03/AE/LSGD/EDT/TENDER/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
EDATHALA
PLEASE REFER TENDER DETAILS
7 documents required · 7 mandatory
₹915
Yes
₹10,330
Yes
19 Aug 2025
18 Jul 2025
28 Jul 2025
18 Jul 2025
28 Jul 2025
18 Jul 2025
18 Jul 2025 - 28 Jul 2025
Amount
Civil work
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD87674/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site Details of cost for 1 cum.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
OD88769/2025-2026:Providing name board of average size 90cmx60cm fixing with 50mmGI pipe post including bottom concreting,painting,lettering etc complete as detailed below. Earthwork excavation in all class of soil,PCC 1:4:8 10cm thick,bottom pedestal of size 30x3045cm with CC 1:2:4,50mm GI pipe as main post of average length 145cm,support strut with 25mm GI pipe 2nos 50cm,1mm thick MS sheet board of frame with 40x40x6mm angle iron and 3mm thick gusset plates at junctions,over all painting with synthetic enamel paint
8.2.1.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
OD116128/2025-2026:Art work painting like scenery ,picture, letter, cartoons etc using synthetic enamel paint of approved brand and manufacture of required colour to give best perfection to the pictures over and including base coat of synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. (excluding primer) One coat
OD121917/2025-2026:od1296693/2021_2022 :Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site OD 79/21-22
OD121968/2025-2026:Engaging mancoolies
PUTHENPURA MARACKAR RAFEEQUE (BID ID -2263306)
M B VINOD KUMAR (BID ID -2263824)
Bidder Name
PUTHENPURA MARACKAR RAFEEQUE
M B VINOD KUMAR
SHAJAHAN V M
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