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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹50.8 L+₹10.8 L (27.0%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical PRADEEPBHAVAN KUNNAMADU | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | R. CHANDRAKUMAR L1 | PRADEEP KUMAR P G L3 | sarathchandran L2 | SHIJIN JOSE T L4 |
|---|---|---|---|---|---|---|---|
| 1.00Earth cutting, retaining wall, road formation etc | |||||||
| 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 | 4,709.62 | cum | 194.85 ₹9,17,670.43 Lowest | 263.35 ₹12,40,279.74 | 257.89 ₹12,14,565.19 | 263.35 ₹12,40,279.74 |
| 1.00 | 2.7.2: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting) | 84.6 | cum | 674.69 ₹57,078.77 Lowest | 911.87 ₹77,144.2 | 892.95 ₹75,543.57 | 911.87 ₹77,144.2 |
| 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 | 359.92 | cum | 272.08 ₹97,927.03 Lowest | 367.72 ₹1,32,349.78 | 360.1 ₹1,29,607.19 | 367.72 ₹1,32,349.78 |
| 1.00 | OD181192/2025-2026: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 | 882.05 | cum | 3,020.43 ₹26,64,164.24 Lowest | 4,082.21 ₹36,00,705.17 | 3,757.08 ₹33,13,924.9 | 4,082.21 ₹36,00,705.17 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 101.6 | sqm | 292.07 ₹29,674.31 Lowest | 394.74 ₹40,105.58 | 386.55 ₹39,273.48 | 394.74 ₹40,105.58 |
| 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 | 685.8 | kilogram | 85.03 ₹58,313.57 Lowest | 113.46 ₹77,810.87 | 112.55 ₹77,186.79 | 114.92 ₹78,812.14 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 22.86 | cum | 7,536.14 ₹1,72,276.16 Lowest | 10,185.35 ₹2,32,837.1 | 9,974.01 ₹2,28,005.87 | 10,185.35 ₹2,32,837.1 |
Tender Value
₹54.0 L
EMD Value
₹50,000
Closing Date
30 Aug 2025, 1:00 pmClosed
AE
Office of the Assistant Engineer, LID-EW Section, Ottasekharamangalam Grama Panchayat
Land development
2025_LSGD_788910_1
05/AE/LID-EW/2025
Open Tender
Civil Works - Others
Item Rate
Ottasekharamangalam GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
26 Sept 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
Amount
Earth cutting, retaining wall, road formation etc
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
2.7.2: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting)
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
OD181192/2025-2026: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
sarathchandran (BID ID -2316695)
PRADEEP KUMAR P G (BID ID -2316194)
SHIJIN JOSE T (BID ID -2316219)
Bidder Name
R. CHANDRAKUMAR
PRADEEP KUMAR P G
sarathchandran
SHIJIN JOSE T
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