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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 LAccepted-AOC | L1 | Accepted-AOC L1. Accepted | |
| 2 | L2₹39.9 L+₹1.2 L (3.12%)Rejected-AOC | L2 | Rejected-AOC L2.Rejected. | |
| 3 | L3₹40.6 L+₹1.9 L (4.79%)Rejected-AOC | L3 | Rejected-AOC L3.Rejected. | |
| 4 | L4₹41.8 L+₹3.1 L (7.93%)Rejected-AOC EDARIKODE GRAMA PANCHAYAT EDARIKODE PO MALAPPURAM | MALAPPURAM | KERALA | 676501 | L4 | Rejected-AOC L4.Rejected. | |
| 5 | L5₹42.6 L+₹3.8 L (9.88%)Rejected-AOC | L5 | Rejected-AOC L5.Rejected. |
| Sl No | Description | Qty | Unit | MOHAMMED SUHAIL P L10 | C.ABDUL KALAM AZAD L3 | KUNHIMOIDU L8 | SRG INFRA PROJECTS LLP L1 | Mohamed Fazal L6 | JUNAIS K L5 | P ABDUL AZEEZ L9 | ARUN.N L7 | MOHAMMED NIYAS L11 | JASIL KOLAKKADAN L2 | ABDULLATHEEF L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CC Road Work with RCC Retaining wall on Both Side | ||||||||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 126 | sqm | 15 ₹1,890 | 15 ₹1,890 | 14.86 ₹1,872.36 | 13.34 ₹1,680.84 Lowest | 14.37 ₹1,810.62 | 14.66 ₹1,847.16 | 15 ₹1,890 | 14.04 ₹1,769.04 | 16.53 ₹2,082.78 | 13.8 ₹1,738.8 | 14 ₹1,764 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 4.32 | cum | 2,100 ₹9,072 Lowest | 2,800 ₹12,096 | 3,002.04 ₹12,968.81 | 2,694.79 ₹11,641.49 | 3,222 ₹13,919.04 | 2,960.89 ₹12,791.04 | 3,014 ₹13,020.48 | 3,001.67 ₹12,967.21 | 3,338.64 ₹14,422.92 | 2,778.6 ₹12,003.55 | 3,330 ₹14,385.6 |
| 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 | 329.73 | cum | 300 ₹98,917.8 | 200 ₹65,945.2 | 210.62 ₹69,446.89 | 189.07 ₹62,341.29 Lowest | 233 ₹76,826.16 | 207.74 ₹68,497.28 | 210 ₹69,242.46 | 210.6 ₹69,440.3 | 234.24 ₹77,235.02 | 194.9 ₹64,263.6 | 210 ₹69,242.46 |
| 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) | 24.85 | cum | 7,000 ₹1,73,936 | 6,800 ₹1,68,966.4 | 6,485.72 ₹1,61,157.17 | 5,821.92 ₹1,44,663.07 Lowest | 6,399 ₹1,59,002.35 | 6,396.83 ₹1,58,948.43 | 6,513 ₹1,61,835.02 | 6,484.92 ₹1,61,137.29 | 7,212.92 ₹1,79,226.64 | 6,003.1 ₹1,49,165.03 | 6,300 ₹1,56,542.4 |
| 1.00 | 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) | 179.6 | cum | 9,500 ₹17,06,190.5 | 9,300 ₹16,70,270.7 Lowest | 10,442.2 ₹18,75,408.68 | 9,373.46 ₹16,83,464.04 | 10,323 ₹18,54,000.48 | 10,299.08 ₹18,49,704.47 | 10,488 ₹18,83,634.31 | 10,440.89 ₹18,75,173.4 | 11,613 ₹20,85,683.19 | 9,665.1 ₹17,35,842.29 | 10,035 ₹18,02,275.97 |
| 1.01 | 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 | 10,775.94 | kilogram | 97 ₹10,45,266.18 | 80 ₹8,62,075.2 Lowest | 91.91 ₹9,90,416.65 | 82.5 ₹8,89,015.05 | 89 ₹9,59,058.66 | 90.65 ₹9,76,838.96 | 93 ₹10,02,162.42 | 91.91 ₹9,90,416.65 | 102.22 ₹11,01,516.59 | 85.1 ₹9,17,032.49 | 89 ₹9,59,058.66 |
| 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 | 171.67 | sqm | 337 ₹57,852.79 | 320 ₹54,934.4 | 315.71 ₹54,197.94 | 283.4 ₹48,651.28 Lowest | 311 ₹53,389.37 | 311.38 ₹53,454.6 | 317 ₹54,419.39 | 315.67 ₹54,191.07 | 351.11 ₹60,275.05 | 292.2 ₹50,161.97 | 305 ₹52,359.35 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 531.76 | sqm | 945 ₹5,02,517.93 | 900 ₹4,78,588.5 | 824.56 ₹4,38,472.15 | 740.17 ₹3,93,596.5 Lowest | 813 ₹4,32,324.95 | 813.26 ₹4,32,463.2 | 827 ₹4,39,769.66 | 824.46 ₹4,38,418.97 | 917.01 ₹4,87,633.82 | 763.2 ₹4,05,843.05 | 800 ₹4,25,412 |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 64.56 | metre | 140 ₹9,038.4 | 100 ₹6,456 | 100.46 ₹6,485.7 | 90.18 ₹5,822.02 Lowest | 101 ₹6,520.56 | 99.08 ₹6,396.6 | 100 ₹6,456 | 100.44 ₹6,484.41 | 111.72 ₹7,212.64 | 93 ₹6,004.08 | 110 ₹7,101.6 |
Tender Value
₹48.5 L
EMD Value
₹50,000
Closing Date
6 Jul 2026, 6:00 pmClosed
Shylimon P P
Executive Engineer Minor Irrigation Division B1 Block Civil Station Malappuram 676505
GENERAL-REPAIR WORK FOR PUMP HOUSE ROAD IN KOORIYAD-Repair work for Pump house road in Kooriyad , Vengara panchayath, Vengara LAC, Malappuram District.-General Civil Work
2026_Irrig_857163_1
IRR/IA/TR/4197/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Vengara Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
20 Aug 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
6 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CC Road Work with RCC Retaining wall on Both Side | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | 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 | 0.4 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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) | 0.6 | cum | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 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 | 1 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.009 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
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