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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC lowestamount quated hence accepted | |
| 2 | L2₹7.4 L+₹76,637.55 (11.5%)Rejected-AOC | L2 | Rejected-AOC rejected highest amount quated |
| Sl No | Description | Qty | Unit | SURESH BABU P R L1 | Harish Kumar A L2 |
|---|---|---|---|---|---|
| 1.00Side protection wall | |||||
| 1.00 | OD376506/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump
set including conveyance to site and erection,cost of fuel, lubrication oil and other
stores, pay of staff etc complete | 37 | hour | 455.83 ₹16,865.71 Lowest | 510 ₹18,870 |
| 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 | 35.28 | cum | 359.72 ₹12,690.92 Lowest | 420 ₹14,817.6 |
| 1.00 | OD376507/2025-2026: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 | 108.15 | cum | 3,993.46 ₹4,31,892.7 Lowest | 4,400 ₹4,75,860 |
| 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 | 25.2 | sqm | 386.16 ₹9,731.23 Lowest | 450 ₹11,340 |
| 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 | 762.3 | kilogram | 112.43 ₹85,705.39 Lowest | 130 ₹99,099 |
| 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) | 8.82 | cum | 9,963.93 ₹87,881.86 Lowest | 11,000 ₹97,020 |
| 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 | 12.6 | cum | 909.57 ₹11,460.58 Lowest | 1,050 ₹13,230 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 32.25 | cum | 318.47 ₹10,270.66 Lowest | 400 ₹12,900 |
Tender Value
₹6.7 L
EMD Value
₹16,662
Closing Date
6 Feb 2026, 5:00 pmClosed
GEETHIKACHANDRABOSE
LIDAND EWEGYRGP
construction waterbodyand sideprotection of cremitorium phase2
2026_LSGD_831290_3
5-ae-lidandew-egyrgp
Open Tender
Civil Works - Buildings
Item Wise
engandiyur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,470
Yes
₹16,662
Yes
8 Mar 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
Side protection wall
OD376506/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
OD376507/2025-2026: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)
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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