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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.12-03-2026 of Thiruvilwamala GP |
| 2 | L2₹4.9 L+₹7,612.15 (1.59%)Rejected-AOC | ₹4.9 L+₹7,612.15 (1.59%) | L2 | Rejected-AOC Higher rate and hence Rejected |
| 3 | L3₹5.2 L+₹40,631.16 (8.51%)Rejected-Finance | ₹5.2 L+₹40,631.16 (8.51%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | T.N.Muraleedharan L2 | Kaippully L3 | BENNY C.A L1 |
|---|---|---|---|---|---|---|
| 1.00NTERLOCK PAVING TILES | ||||||
| 1.00 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 | 250 | kg | 220.54 ₹55,135 | 235.55 ₹58,887.5 | 217.07 ₹54,267.5 Lowest |
| 1.00 | 12.51.6:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Gutter (600 mm over all girth) | 10 | metre | 1,330.04 ₹13,300.4 | 1,420.56 ₹14,205.6 | 1,309.15 ₹13,091.5 Lowest |
| 1.00 | OD498363/2025-2026:Flooring with interlocking cobbles 60mm thick minimum strength 4kg/cm2 over a bed of 6mm
metal filling in 50mm average thick and compacting using earth hammer/ compacting machine
hand operated including cost and conveyance of all materials labour charge,pointing edges etc | 27.09 | sqm | 918.13 ₹24,872.14 | 980.62 ₹26,565 | 903.71 ₹24,481.5 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 4.37 | cum | 246.04 ₹1,076.18 | 262.78 ₹1,149.4 | 242.16 ₹1,059.21 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.58 | cum | 7,575.91 ₹4,363.72 | 8,091.55 ₹4,660.73 | 7,456.92 ₹4,295.19 Lowest |
| 1.01 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.16 | cum | 6,167.11 ₹13,320.96 | 6,586.86 ₹14,227.62 | 6,070.25 ₹13,111.74 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 | 1.02 | cum | 6,951.47 ₹7,090.5 | 7,424.61 ₹7,573.1 | 6,842.3 ₹6,979.15 Lowest |
| 1.01 | 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) | 0.49 | cum | 10,016.78 ₹4,868.16 | 10,698.55 ₹5,199.5 | 9,859.44 ₹4,791.69 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). | 1.22 | cum | 12,837.24 ₹15,648.6 | 13,710.98 ₹16,713.68 | 12,635.61 ₹15,402.81 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
9 Mar 2026, 6:00 pmClosed
HAMSA PI
Assistant Engineer LIDEW Section Thiruvilwamala GP
Annual Plan-RENOATION OF VANITHA JANAKEEYA HOTEL BUILDING IN THIRUVILWAMALA GRAMA PANCHAYATH (PROJECT NO.386/2025-26)
2026_LSGD_842149_2
06/2025-26/AE/LIDEW/TVMALA
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvilwamala GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,697
Yes
1 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1NTERLOCK PAVING TILES | |||||
| 1.001 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 | - | kg | - | - |
| 1.002 | 12.51.6:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Gutter (600 mm over all girth) | - | metre | - | - |
| 1.003 | OD498363/2025-2026:Flooring with interlocking cobbles 60mm thick minimum strength 4kg/cm2 over a bed of 6mm
metal filling in 50mm average thick and compacting using earth hammer/ compacting machine
hand operated including cost and conveyance of all materials labour charge,pointing edges etc | 1 | sqm | - | - |
| 1.004 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 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 | - | - |
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