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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | ₹11.6 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹12.0 L+₹41,933.94 (3.63%)Rejected-Finance | ₹12.0 L+₹41,933.94 (3.63%) | L2 | Rejected-Finance SECOND LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M K Ratnakaran L1 | Mithun Viswanath L2 |
|---|---|---|---|---|---|
| 1.00GROUND RENNOVATION | |||||
| 1.00 | OD360586/2024-2025: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.. derived from 60.7.1 | 84.38 | cum | 3,596.78 ₹3,03,478.31 Lowest | 3,727.23 ₹3,14,485.03 |
| 1.00 | 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) | 20.9 | cum | 9,446.89 ₹1,97,440 Lowest | 9,789.52 ₹2,04,600.97 |
| 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 | 1,254 | kilogram | 101.26 ₹1,26,980.04 Lowest | 104.93 ₹1,31,582.22 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 28.8 | sqm | 333.03 ₹9,591.26 Lowest | 345.11 ₹9,939.17 |
| 1.00 | 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) | 4.38 | cum | 8,318.53 ₹36,418.52 Lowest | 8,620.24 ₹37,739.41 |
| 1.01 | 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 | 215.1 | cum | 232.03 ₹49,909.19 Lowest | 240.45 ₹51,720.31 |
| 1.01 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 90 | cum | 591.26 ₹53,213.4 Lowest | 612.7 ₹55,143 |
| 1.01 | OD360625/2024-2025:Supplying stacking. mixing and spreading the good earth and river sand in the ratio 8:2 at site
including all cost all labour charges etc.complete. | 286.35 | cum | 1,167.58 ₹3,34,334.2 Lowest | 1,209.93 ₹3,46,461.04 |
| 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 | 198.18 | kg | 174.97 ₹34,675.55 Lowest | 181.32 ₹35,934 |
Tender Value
₹12.0 L
EMD Value
₹29,953
Closing Date
29 Dec 2025, 6:00 pmClosed
Secretary
Edakkad Block Panchayath Chala East 670621
Retender - MPLADS 2024-25 honrable MP Sri Santhosh Kumar P - Construction of ministadium in Ward 6 Chembilode Gramapanchayath
2025_CRD_811692_2
LSGD/BP/EKD/KNR/25/2024-D
Open Tender
Civil Works - Others
Item Wise
180 days
Edakkad Block Panchayath
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹29,953
Yes
26 May 2026
22 Dec 2025
31 Dec 2025
22 Dec 2025
29 Dec 2025
22 Dec 2025
GROUND RENNOVATION
OD360586/2024-2025: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.. derived from 60.7.1
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)
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
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
2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock
OD360625/2024-2025:Supplying stacking. mixing and spreading the good earth and river sand in the ratio 8:2 at site including all cost all labour charges etc.complete.
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
Name board
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
OD316465/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.
16.21:Engraving letters in hard stone
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