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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAccepted-AOC | ₹41.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹41.9 LRejected-AOC | ₹41.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹42.9 LRejected-AOC | ₹42.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹43.1 LRejected-AOC | ₹43.1 L | L4 | Rejected-AOC L4 |
| 5 | L5₹43.9 LRejected-AOC | ₹43.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Mohammed Sayeed P M L6 | MOHAMED SANOOJ T.K. L7 | MUHAMMED HILAL CK L2 | ANOOP M S L9 | MOHAMMED NIMSHAD K V L3 | MOHAMEDALI L8 | HASSAN ANEESH C M L5 | MOHAMMED SHIBIL PM L4 | MOHAMMED ALI A P L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | ||||||||||||
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 25 | metre | 1,418.01 ₹35,450.25 | 1,449.37 ₹36,234.25 | 1,352.36 ₹33,809 | 1,510.1 ₹37,752.5 | 1,385.02 ₹34,625.5 | 1,473.82 ₹36,845.5 | 1,411 ₹35,275 | 1,391.92 ₹34,798 | 1,351.37 ₹33,784.25 |
| 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 | 300 | hour | 362.57 ₹1,08,771 | 370.59 ₹1,11,177 | 345.78 ₹1,03,734 | 386.11 ₹1,15,833 | 353.55 ₹1,06,065 | 376.84 ₹1,13,052 | 361 ₹1,08,300 | 355.9 ₹1,06,770 | 345.53 ₹1,03,659 |
| 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 | 504.7 | cum | 204.42 ₹1,03,170.77 | 208.94 ₹1,05,452.02 | 194.96 ₹98,396.31 | 217.7 ₹1,09,873.19 | 199.66 ₹1,00,768.4 | 212.47 ₹1,07,233.61 | 236.63 ₹1,19,427.16 | 200.66 ₹1,01,273.1 | 194.82 ₹98,325.65 |
| 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 | 939.96 | cum | 3,168.84 ₹29,78,582.85 | 3,238.91 ₹30,44,445.84 | 3,022.12 ₹28,40,671.92 | 3,374.62 ₹31,72,007.82 | 3,095.11 ₹29,09,279.6 | 3,293.56 ₹30,95,814.66 | 3,154 ₹29,64,633.84 | 3,110.52 ₹29,23,764.38 | 3,019.92 ₹28,38,604 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 5.25 | cum | 7,745.28 ₹40,662.72 | 7,916.53 ₹41,561.78 | 7,386.67 ₹38,780.02 | 8,248.25 ₹43,303.31 | 7,565 ₹39,716.25 | 8,050.11 ₹42,263.08 | 7,709 ₹40,472.25 | 7,602.74 ₹39,914.39 | 7,381.29 ₹38,751.77 |
| 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) | 90.93 | cum | 8,322.92 ₹7,56,803.12 | 8,506.94 ₹7,73,536.05 | 7,937.56 ₹7,21,762.33 | 8,863.4 ₹8,05,948.96 | 8,129.27 ₹7,39,194.52 | 8,650.49 ₹7,86,589.06 | 8,285 ₹7,53,355.05 | 8,169.74 ₹7,42,874.46 | 7,931.78 ₹7,21,236.76 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 29.44 | sqm | 306.41 ₹9,020.71 | 313.19 ₹9,220.31 | 292.23 ₹8,603.25 | 326.31 ₹9,606.57 | 299.28 ₹8,810.8 | 318.48 ₹9,376.05 | 304 ₹8,949.76 | 300.78 ₹8,854.96 | 292.02 ₹8,597.07 |
| 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. | 64.31 | sqm | 666.23 ₹42,843.92 | 680.96 ₹43,791.18 | 635.38 ₹40,860.02 | 709.49 ₹45,625.88 | 650.73 ₹41,847.14 | 692.45 ₹44,530.07 | 663 ₹42,636.2 | 653.97 ₹42,055.5 | 634.92 ₹40,830.44 |
| 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 | 3,388.08 | kilogram | 89.2 ₹3,02,216.74 | 91.18 ₹3,08,925.13 | 85.08 ₹2,88,257.85 | 95 ₹3,21,867.6 | 87.13 ₹2,95,203.41 | 92.72 ₹3,14,142.78 | 89 ₹3,01,539.12 | 87.56 ₹2,96,660.28 | 85.01 ₹2,88,020.68 |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
O/o the Executive Engineer Irrigation Dvn Malappuram
GENERAL Protecting left bank of Kadalundi river at Ponmala Vadakkekund near house no.2/335 in Ponmala panchayath in Kottakkal LAC in Malappuram District
2026_Irrig_846089_1
IRR/IA/TR/133/2025_5_1_1/1
Open Tender
Civil Works - Others
300 days
Ponmala
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹50,000
24 Jun 2026
10 Mar 2026
25 Mar 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
10 Mar 2026 - 19 Mar 2026
SIDE PROTECTION
60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
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
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
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
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
OD29508/2024-2025:Supplying and fixing boundary stone with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 m etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation.
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