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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.5 L+₹8,049.14 (0.86%)Admitted-Fee/PreQual/Technical/Finance | ₹9.5 L+₹8,049.14 (0.86%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.6 L+₹25,444.12 (2.71%)Admitted-Fee/PreQual/Technical/Finance | ₹9.6 L+₹25,444.12 (2.71%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.9 L+₹54,779.21 (5.84%)Admitted-Fee/PreQual/Technical/Finance | ₹9.9 L+₹54,779.21 (5.84%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹10.0 L+₹59,855.11 (6.38%)Admitted-Fee/PreQual/Technical/Finance | ₹10.0 L+₹59,855.11 (6.38%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL RAHIMAN K L5 | SIRAJUDEEN K L1 | SHAFEEQ C.A L2 | Mohammed Ali M L3 | AJAYAN PONNAN L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00. | ||||||||
| 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 | 9.9 | cum | 295.56 ₹2,926.04 | 269.39 ₹2,666.96 Lowest | 280.24 ₹2,774.38 | 285.38 ₹2,825.26 | 294 ₹2,910.6 |
| 1.00 | 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) | 0.9 | cum | 6,518 ₹5,866.2 | 6,182.49 ₹5,564.24 | 6,179.94 ₹5,561.95 Lowest | 6,293.37 ₹5,664.03 | 6,492 ₹5,842.8 |
| 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) | 9 | cum | 7,588.67 ₹68,298.03 | 7,249.34 ₹65,244.06 | 7,195.07 ₹64,755.63 Lowest | 7,327.15 ₹65,944.35 | 7,558 ₹68,022 |
| 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 | 45 | sqm | 317.28 ₹14,277.6 | 304.2 ₹13,689 | 300.82 ₹13,536.9 Lowest | 306.35 ₹13,785.75 | 315 ₹14,175 |
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 2,143.6 | kg | 153.69 ₹3,29,449.88 | 138.2 ₹2,96,245.52 Lowest | 145.71 ₹3,12,343.96 | 148.39 ₹3,18,088.8 | 153 ₹3,27,970.8 |
| 1.01 | 16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm | 612 | sqm | 885.57 ₹5,41,968.84 | 851.34 ₹5,21,020.08 | 839.64 ₹5,13,859.68 Lowest | 855.06 ₹5,23,296.72 | 881 ₹5,39,172 |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 263.8 | sqm | 135.45 ₹35,731.71 | 129.77 ₹34,233.33 | 128.43 ₹33,879.83 Lowest | 130.79 ₹34,502.4 | 134 ₹35,349.2 |
Tender Value
₹11.4 L
EMD Value
₹28,581
Closing Date
19 Sept 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Ground Fencing
2026_LSGD_864308_1
44/2026-27
Open Tender
Civil Works - Buildings
Item Wise
270 days
MADIKKAI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,581
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 |
|---|---|---|---|---|---|
| 1. | |||||
| 1.001 | 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 | 9.9 | cum | - | - |
| 1.002 | 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) | 0.9 | cum | - | - |
| 1.003 | 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) | 9 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 45 | sqm | - | - |
| 1.005 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 2,143.6 | kg | - | - |
| 1.006 | 16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm | 612 | sqm | - | - |
| 1.007 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 263.8 | sqm | - | - |
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