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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC | ₹14.0 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹14.3 L+₹25,034.90 (1.79%)Rejected-AOC | ₹14.3 L+₹25,034.90 (1.79%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹17.3 L+₹3.3 L (23.6%)Rejected-AOC | ₹17.3 L+₹3.3 L (23.6%) | L3 | Rejected-AOC Being L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical validity of registration card expired |
Tender Value
₹15.7 L
EMD Value
₹39,367
Closing Date
8 Oct 2024, 4:30 pmClosed
Executive Engineer,Irrigation Division, Malappuram
O/O Executive Engineer,Irrigation Division, Malappuram,Civil station Malappuram,676505
GENERAL-Monsoon Preparedness - Restoration of Left bank of Kadalundi river at Anakkadavu-D/S of Ummathur Anakkadavu Bridge in Kodur GP in Malappuram LAC,in Malappuram District.-General Civil Work
2024_Irrig_693527_1
IRR/IA/TR/5953/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
120 days
at Anakkadavu-D/S of Ummathur Anakkadavu Bridge i
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹39,367
23 Jan 2025
1 Oct 2024
11 Oct 2024
1 Oct 2024
8 Oct 2024
1 Oct 2024
Amount
PROTECTION WALL
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
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
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.
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.
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.
PMR Construction Company
MohamedSaleem.Pm
N. KUNHALAVI
Bidder Name
PMR Construction Company
N. KUNHALAVI
MohamedSaleem.Pm
Shameem
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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