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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC KOOTHATTUKULAM | THIRUVANANTHAPURAM | KERALA | 695001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹30.4 L+₹18,083.87 (0.60%)Rejected-AOC OLIYAPPURAM GANDHI ROAD THIRUMARADY GP ERNAKULAM DISTRICT KERALA INDIA | THRISSUR | KERALA | 680667 | L2 | Rejected-AOC L2 | |
| 3 | L3₹33.9 L+₹3.7 L (12.1%)Rejected-Finance | L3 | Rejected-Finance L3.Hence rejected | |
| 4 | L4₹30.4 L+₹18,027.69 (0.60%)Rejected-AOC N A | PALWAL | HARYANA | 121004 | L4 | Rejected-AOC L4 |
Tender Value
₹37.0 L
EMD Value
₹50,000
Closing Date
5 Mar 2025, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Minor Irrigation Division Ernakulam
Reconstruction of Thattekadu VCB
2025_Irrig_742399_1
EE/MIDVN/EKM/12/ET/2024-25/S Tender
Open Tender
Civil Works - Others
Item Rate
300 days
Thirumaradi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Apr 2025
24 Feb 2025
6 Mar 2025
24 Feb 2025
5 Mar 2025
24 Feb 2025
Amount
Construction of VCB
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
OD12247/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
OD12248/2024-2025: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
4.1.8: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 : 8 graded stone aggregate 40 nominal size)
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 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
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
60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.
Anas Contractors (BID ID -2139174)
Binu P Rajan (BID ID -2135761)
Saji O M (BID ID -2138369)
Bidder Name
Binu P Rajan
Saji O M
Anas Contractors
DELEEP KUMAR N M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1195437.pdf
boq_comp_chart.xlsx
xlsx
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