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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹9,989.03 (2.88%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sinoj M George L2 | rajith k L1 |
|---|---|---|---|---|---|
| 1.00BORE DIGGING | |||||
| 1.00 | OD434538/2024-2025:Drilling Bore well of suitable size to accommodate well casing pipe of internal Dia not less than 150 mm for various strata up to 150 M | 100 | metre | 644.39 ₹64,439 Lowest | 670.24 ₹67,024 |
| 1.00 | OD434539/2024-2025:Cost of 180mm PVC end cap | 1 | no | 339.15 ₹339.15 | 259.6 ₹259.6 Lowest |
| 1.00 | OD434568/2024-2025:Supply and errection of 180 mm (6kg/cm2) or above dia PVC casing (ISI marked) and labour charges of conveyance to site etc. | 5 | metre | 661.68 ₹3,308.4 | 632.48 ₹3,162.4 Lowest |
| 2.00Tank and platform | |||||
| 2.00 | 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 | 3.46 | cum | 327.92 ₹1,133.29 | 315.49 ₹1,090.33 Lowest |
| 2.00 | OD5990/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc | 3.46 | cum | 5,541.05 ₹19,149.87 | 4,833.28 ₹16,703.82 Lowest |
| 2.00 | OD5989/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level up to floor two level including all cost
of materials, labour charges etc. | 9.41 | cum | 6,345.44 ₹59,704.24 | 5,588.48 ₹52,582.01 Lowest |
| 2.00 | 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). | 2.04 | cum | 12,253.56 ₹25,058.53 | 10,895.65 ₹22,281.6 Lowest |
| 2.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 11.44 | sqm | 876.25 ₹10,024.3 | 825.06 ₹9,438.69 Lowest |
Tender Value
₹3.7 L
EMD Value
₹9,220
Closing Date
12 Oct 2026, 4:00 pmClosed
RAKESH K
O/O ASSISTANT ENGINEER LID AND EW SECTION PANATHADY GP PANATHUR
Annual Plan 308/25-26-PANATHADY GP PANATHADY GP PATTUVAM THATTU DRINKING WATER PROJECT W5-General Civil Work
2026_LSGD_874885_1
AE/LSGD/PDY/TEN/01/26-27
Open Tender
Civil Works - Others
Item Rate
PANATHADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹815
₹9,220
15 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BORE DIGGING | |||||
| 1.001 | OD434538/2024-2025:Drilling Bore well of suitable size to accommodate well casing pipe of internal Dia not less than 150 mm for various strata up to 150 M | 100 | metre | - | - |
| 1.002 | OD434539/2024-2025:Cost of 180mm PVC end cap | 1 | no | - | - |
| 1.003 | OD434568/2024-2025:Supply and errection of 180 mm (6kg/cm2) or above dia PVC casing (ISI marked) and labour charges of conveyance to site etc. | 5 | metre | - | - |
| 2Tank and platform | |||||
| 2.001 | 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 | 3.46 | cum | - | - |
| 2.002 | OD5990/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc | 3.46 | cum | - | - |
| 2.003 | OD5989/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level up to floor two level including all cost
of materials, labour charges etc. | 9.41 | cum | - | - |
| 2.004 | 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). | 2.05 | cum | - | - |
| 2.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 11.44 | sqm | - | - |
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