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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹57.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹58.1 L+₹20,838.46 (0.36%)Admitted-Fee/PreQual/Technical/Finance | ₹58.1 L+₹20,838.46 (0.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹59.6 L+₹1.7 L (3.02%)Admitted-Fee/PreQual/Technical/Finance | ₹59.6 L+₹1.7 L (3.02%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹61.0 L+₹3.1 L (5.35%)Admitted-Fee/PreQual/Technical/Finance | ₹61.0 L+₹3.1 L (5.35%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹61.9 L+₹4.0 L (6.97%)Admitted-Fee/PreQual/Technical/Finance | ₹61.9 L+₹4.0 L (6.97%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mahamood MA L5 | M.A IQBAL L4 | SIRAJUDEEN K L2 | MADHU PONNAN L7 | abdul gafoor m L3 | M A ABBAS VASHID L6 | SHAFEEQ C.A L1 | Nidhin L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND WALL,POLICE AID POST,SECURITY CABIN AND YARD IMPROVEMENTS | |||||||||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 18.5 | cum | 2,136.11 ₹39,509.49 | 2,086.23 ₹38,586.91 | 1,987.35 ₹36,758.03 | 2,390 ₹44,205.44 | 2,040.08 ₹37,733.32 | 2,195.52 ₹40,608.34 | 1,980.29 ₹36,627.44 Lowest | 2,391.23 ₹44,228.19 |
| 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 | 241.35 | cum | 302.33 ₹72,968.86 | 295.23 ₹71,255.24 | 281.24 ₹67,878.68 | 338 ₹81,577.99 | 288.7 ₹69,679.19 | 310.69 ₹74,986.58 | 280.24 ₹67,637.33 Lowest | 338.41 ₹81,676.95 |
| 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 | 26.79 | cum | 216.52 ₹5,800.57 | 211.43 ₹5,664.21 | 201.41 ₹5,395.77 | 240 ₹6,429.6 | 206.76 ₹5,539.1 | 222.51 ₹5,961.04 | 200.7 ₹5,376.75 Lowest | 242.36 ₹6,492.82 |
| 1.00 | OD82338/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 with departmental stones(1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 14.38 | cum | 4,967.3 ₹71,449.64 | 4,850.92 ₹69,775.63 | 4,621 ₹66,468.46 | 5,500 ₹79,112 | 4,743.6 ₹68,231.94 | 5,105.03 ₹73,430.75 | 4,604.59 ₹66,232.42 Lowest | 5,560 ₹79,975.04 |
| 1.00 | OD51535/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 300.43 | cum | 5,136.3 ₹15,43,078.06 | 5,022.1 ₹15,08,769.41 | 4,784.06 ₹14,37,256.01 | 5,200 ₹15,62,215.2 | 4,911 ₹14,75,392.09 | 5,285.18 ₹15,87,805.49 | 4,767.08 ₹14,32,154.78 Lowest | 5,756 ₹17,29,252.06 |
| 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) | 17.88 | cum | 6,666.55 ₹1,19,197.91 | 6,510.54 ₹1,16,408.46 | 6,201.95 ₹1,10,890.87 | 6,900 ₹1,23,372 | 6,366.51 ₹1,13,833.2 | 6,851.59 ₹1,22,506.43 | 6,179.94 ₹1,10,497.33 Lowest | 7,462 ₹1,33,420.56 |
| 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) | 27.53 | cum | 8,815.37 ₹2,42,695.95 | 8,608.16 ₹2,36,991.25 | 8,200.15 ₹2,25,758.33 | 9,200 ₹2,53,285.2 | 8,417.73 ₹2,31,748.52 | 9,059.09 ₹2,49,405.81 | 8,171.04 ₹2,24,956.9 Lowest | 9,867 ₹2,71,648.38 |
| 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 | 87.48 | sqm | 324.54 ₹28,390.76 | 316.92 ₹27,724.16 | 301.9 ₹26,410.21 | 363 ₹31,755.24 | 309.91 ₹27,110.93 | 333.52 ₹29,176.33 | 300.82 ₹26,315.73 Lowest | 363 ₹31,755.24 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.45 | cum | 10,734.2 ₹47,788.66 | 10,482.16 ₹46,666.58 | 9,985.32 ₹44,454.64 | 11,000 ₹48,972 | 10,250.26 ₹45,634.16 | 11,031.26 ₹49,111.17 | 9,949.88 ₹44,296.87 Lowest | 12,015 ₹53,490.78 |
Tender Value
₹69.9 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Construction MRL Record Room Compound Wall and Painting of Building
2026_LSGD_868778_1
57/2026-27
Open Tender
Civil Works - Buildings
Item Wise
365 days
KANHANGAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
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 |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF COMPOUND WALL,POLICE AID POST,SECURITY CABIN AND YARD IMPROVEMENTS | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 18.5 | cum | - | - |
| 1.002 | 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 | 241.36 | cum | - | - |
| 1.003 | 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 | 26.79 | cum | - | - |
| 1.004 | OD82338/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 with departmental stones(1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 14.38 | cum | - | - |
| 1.005 | OD51535/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 300.43 | 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) | 17.88 | cum | - | - |
| 1.007 | 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) | 27.53 | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 87.48 | sqm | - | - |
| 1.009 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.45 | cum | - | - |
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