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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.5 L+₹3,308.03 (0.39%)Admitted-Fee/PreQual/Technical/Finance THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.6 L+₹9,620.37 (1.14%)Admitted-Fee/PreQual/Technical/Finance PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹9.0 L+₹49,213.30 (5.81%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹9.0 L+₹57,655.43 (6.81%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED M A L4 | SHAMEER A L3 | SIRAJUDEEN K L5 | Mohammed Ali M L1 | SUKESH M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||||
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 61.33 | cum | 1,629.75 ₹99,959.09 | 1,550 ₹95,067.7 | 1,257.31 ₹77,115.85 Lowest | 1,540.19 ₹94,466.01 | 1,546.2 ₹94,834.63 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 38.29 | cum | 396.27 ₹15,173.57 | 378 ₹14,474 | 301.46 ₹11,543.2 Lowest | 374.5 ₹14,339.98 | 375.96 ₹14,395.88 |
| 1.00 | OD141513/2026-2027: 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.( Departmental material) | 30.67 | cum | 3,486.5 ₹1,06,920.5 | 3,344 ₹1,02,550.45 | 3,152.99 ₹96,692.74 Lowest | 3,295.42 ₹1,01,060.65 | 3,308.28 ₹1,01,455.02 |
| 1.00 | OD58332/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm 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. | 46.14 | cum | 5,357.67 ₹2,47,202.89 | 5,100 ₹2,35,314 | 5,911.86 ₹2,72,773.22 | 5,063.25 ₹2,33,618.36 Lowest | 5,083.01 ₹2,34,530.08 |
| 1.00 | OD51526/2026-2027: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. | 51.86 | cum | 4,682.45 ₹2,42,850.59 | 4,488 ₹2,32,765.63 | 5,665.53 ₹2,93,837.05 | 4,425.14 ₹2,29,505.46 Lowest | 4,442.41 ₹2,30,401.15 |
| 1.01 | 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) | 0.2 | cum | 6,070.23 ₹1,214.05 | 5,800 ₹1,160 | 4,952.27 ₹990.45 Lowest | 5,736.65 ₹1,147.33 | 5,759.03 ₹1,151.81 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.6 | sqm | 295.48 ₹1,063.73 | 283 ₹1,018.8 | 243.67 ₹877.21 Lowest | 279.25 ₹1,005.3 | 280.34 ₹1,009.22 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 2.76 | sqm | 771.73 ₹2,129.97 | 740 ₹2,042.4 | 627.59 ₹1,732.15 Lowest | 729.33 ₹2,012.95 | 732.17 ₹2,020.79 |
| 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) | 0.59 | cum | 8,025.99 ₹4,767.44 | 7,690 ₹4,567.86 | 6,602.02 ₹3,921.6 Lowest | 7,584.93 ₹4,505.45 | 7,614.53 ₹4,523.03 |
Tender Value
₹11.0 L
EMD Value
₹27,534
Closing Date
19 Sept 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Extension of Stage and Construction of Compound Wall
2026_LSGD_868779_1
58/2026-27
Open Tender
Civil Works - Buildings
Item Wise
180 days
PALLIKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,534
Yes
22 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 61.33 | cum | - | - |
| 1.002 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 38.29 | cum | - | - |
| 1.003 | OD141513/2026-2027: 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.( Departmental material) | 30.67 | cum | - | - |
| 1.004 | OD58332/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm 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. | 46.14 | cum | - | - |
| 1.005 | OD51526/2026-2027: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. | 51.86 | cum | - | - |
| 1.006 | 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) | 0.2 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.6 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 2.76 | sqm | - | - |
| 1.009 | 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) | 0.59 | cum | - | - |
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