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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAccepted-AOC | ₹48.8 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹61.8 L+₹13.1 L (26.8%)Rejected-Finance | ₹61.8 L+₹13.1 L (26.8%) | L2 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | L H MUHAMMED NUSHOOR L1 | Anthyalankavu Engineering & Labour Contract Society Ltd No 321 L2 |
|---|---|---|---|---|---|
| 1.00Side Protection Wall | |||||
| 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 | 284.5 | sqm | 17.89 ₹5,089.71 Lowest | 25 ₹7,112.5 |
| 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 | 198 | cum | 245 ₹48,510 Lowest | 500 ₹99,000 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 96 | hour | 330 ₹31,680 Lowest | 500 ₹48,000 |
| 1.00 | OD26331/2025-2026: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 | 891 | cum | 3,850 ₹34,30,350 Lowest | 5,000 ₹44,55,000 |
| 1.00 | OD108148/2025-2026:Random rubble masonry with hard stone in foundation and plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 28.86 | cum | 7,368.03 ₹2,12,641.35 Lowest | 8,500 ₹2,45,310 |
| 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 | 74.25 | sqm | 360 ₹26,730 Lowest | 500 ₹37,125 |
| 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 | 3,712.5 | kilogram | 106 ₹3,93,525 Lowest | 150 ₹5,56,875 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 74.25 | cum | 9,400 ₹6,97,950 Lowest | 9,500 ₹7,05,375 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 44 | cum | 710 ₹31,240 | 700 ₹30,800 Lowest |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
29 Jan 2026, 5:00 pmClosed
Rishika
The Assistant Engineer, LIDEW Section,Changanassery Municipality
Budget Work No1609 - Side Wall Construction at Chitrakulam Pond-Ward 29
2026_LSGD_829932_1
21/2025-26/EE/LIDEW/CMC
Open Tender
Civil Works - Others
Item Rate
180 days
Changanassery Municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
13 Mar 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
Side Protection Wall
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
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD26331/2025-2026: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
OD108148/2025-2026:Random rubble masonry with hard stone in foundation and plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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