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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹65.0 LAccepted-AOC | ₹65.0 L | l1 | Accepted-AOC Being L1 |
| 2 | l2₹66.8 L+₹1.8 L (2.76%)Rejected-AOC | ₹66.8 L+₹1.8 L (2.76%) | l2 | Rejected-AOC l2 |
| 3 | l3₹67.9 L+₹2.9 L (4.45%)Rejected-AOC | ₹67.9 L+₹2.9 L (4.45%) | l3 | Rejected-AOC l3 |
| 4 | l4₹68.4 L+₹3.3 L (5.13%)Rejected-AOC | ₹68.4 L+₹3.3 L (5.13%) | l4 | Rejected-AOC l4 |
| 5 | l5₹69.8 L+₹4.8 L (7.39%)Rejected-AOC | ₹69.8 L+₹4.8 L (7.39%) | l5 | Rejected-AOC l5 |
| Sl No | Description | Qty | Unit | Muhammed Shafi vemmully L5 | UBAIDULLA L11 | P K Hameed L9 | Rahmathulla KK L6 | JUNAIS K L4 | MOHAMMED ALI A P L3 | MOHAMMED SHIBIL PM L2 | MUBASHIR M L7 | MUHAMMED SIDDEQUE KALATHIL L1 | JASIL KOLAKKADAN L8 | AHAMMED SHIHAD UT L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Side protection work | ||||||||||||||
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 200 | hour | 350.02 ₹70,004 | 398.71 ₹79,742 | 374.57 ₹74,914 | 62 ₹12,400 Lowest | 342.63 ₹68,526 | 340.41 ₹68,082 | 334.91 ₹66,982 | 360 ₹72,000 | 325.9 ₹65,180 | 366.5 ₹73,300 | 380 ₹76,000 |
| 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 | 486 | cum | 197.35 ₹95,912.1 | 224.8 ₹1,09,252.8 | 211.19 ₹1,02,638.34 | 200 ₹97,200 | 193.18 ₹93,885.48 | 191.93 ₹93,277.98 | 188.83 ₹91,771.38 | 200 ₹97,200 | 183.8 ₹89,326.8 Lowest | 206.7 ₹1,00,456.2 | 215 ₹1,04,490 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1,330.72 | cum | 3,059.17 ₹40,70,907.88 | 3,668.04 ₹48,81,145.19 | 3,273.75 ₹43,56,454.42 | 3,117 ₹41,47,863.59 | 2,994.61 ₹39,84,996.4 | 2,975.17 ₹39,59,127.15 | 2,927.08 ₹38,95,132.68 | 3,150 ₹41,91,777.45 | 2,848.5 ₹37,90,564.47 Lowest | 3,203.5 ₹42,62,971.13 | 3,300 ₹43,91,385.9 |
| 1.00 | 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) | 167.74 | cum | 8,034.86 ₹13,47,727.24 | 8,670.7 ₹14,54,379.86 | 8,598.46 ₹14,42,262.69 | 8,188 ₹13,73,414.18 | 7,865.3 ₹13,19,286.1 | 7,814.24 ₹13,10,721.55 | 7,687.94 ₹12,89,536.62 | 8,285 ₹13,89,684.48 | 7,481.5 ₹12,54,909.4 Lowest | 8,414.1 ₹14,11,339.06 | 8,800 ₹14,76,068 |
| 1.00 | 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 | 6,201.4 | kilogram | 86.12 ₹5,34,065 | 97.99 ₹6,07,675.68 | 92.16 ₹5,71,521.48 | 87 ₹5,39,522.24 | 84.3 ₹5,22,778.44 | 83.75 ₹5,19,367.67 | 82.4 ₹5,10,995.77 | 89 ₹5,51,925.05 | 80.2 ₹4,97,352.68 Lowest | 90.2 ₹5,59,366.73 | 94.5 ₹5,86,032.77 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 58.4 | sqm | 295.81 ₹17,275.3 | 336.6 ₹19,657.44 | 316.56 ₹18,487.1 | 300 ₹17,520 | 289.57 ₹16,910.89 | 287.69 ₹16,801.1 | 283.04 ₹16,529.54 | 307 ₹17,928.8 | 275.4 ₹16,083.36 Lowest | 309.8 ₹18,092.32 | 320 ₹18,688 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 132.71 | sqm | 643.17 ₹85,354.45 | 731.86 ₹97,124.41 | 688.29 ₹91,342.28 | 655 ₹86,924.4 | 629.6 ₹83,553.59 | 625.51 ₹83,010.81 | 615.4 ₹81,669.12 | 660 ₹87,587.94 | 598.9 ₹79,479.42 Lowest | 673.5 ₹89,379.51 | 700 ₹92,896.3 |
| 1.01 | OD21002/2025-2026:Planting herbs and shrubs species (medicinal plants) on the top of river bank in two rows at an average spacing of 2m c/c along the length of protection work including clearing light jungle along the river bank for an average width of 2m digging pits of size 30x30x30 cm in ordinary soil after rain transportation of seedling in gunny bags (size 35x24) to planting site covering pits digging plant holes and planting seedlings supplying and fitting temporary tree guards using bamboo for protection of seedling including cost of seedling etc. complete. | 80 | each | 84.47 ₹6,757.6 | 96.11 ₹7,688.8 | 90.39 ₹7,231.2 | 85 ₹6,800 | 244.92 ₹19,593.6 | 82.13 ₹6,570.4 | 80.82 ₹6,465.6 | 85 ₹6,800 | 78.6 ₹6,288 Lowest | 88.5 ₹7,080 | 92 ₹7,360 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 432.15 | cum | 243.96 ₹1,05,427.31 | 277.6 ₹1,19,964.84 | 261.07 ₹1,12,821.4 | 248 ₹1,07,173.2 | 238.81 ₹1,03,201.74 | 237.26 ₹1,02,531.91 | 233.43 ₹1,00,876.77 | 250 ₹1,08,037.5 | 227.2 ₹98,184.48 Lowest | 255.5 ₹1,10,414.33 | 265 ₹1,14,519.75 |
Tender Value
₹83.7 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 5:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
O/oExecutive Engineer Irrigation Dvn Malappuram
RMF Construction of Side Protection Wall on the Right Bank of Chaliyar River Upstream of Maithrakkadavu Bridge in Ward No 12 of Urangattiri Panchayath in Malappuram District Side protection work General Civil Work
2026_Irrig_860535_1
IRR/IA/TR/4960/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Maithrakkadavu Bridge in Ward No 12 of Urangattiri
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
10 Sept 2026
14 Jul 2026
25 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection work | |||||
| 1.001 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.2 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.007 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 0.6 | sqm | - | - |
| 1.008 | OD21002/2025-2026:Planting herbs and shrubs species (medicinal plants) on the top of river bank in two rows at an average spacing of 2m c/c along the length of protection work including clearing light jungle along the river bank for an average width of 2m digging pits of size 30x30x30 cm in ordinary soil after rain transportation of seedling in gunny bags (size 35x24) to planting site covering pits digging plant holes and planting seedlings supplying and fitting temporary tree guards using bamboo for protection of seedling including cost of seedling etc. complete. | - | each | - | - |
| 1.009 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
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