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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC 275 THURUTHY LAKSHAMVEEDU COLONY ANGANWADY ROAD TILE PAVING WARD 7 | THRISSUR | KERALA | 679105 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹632.85 (0.13%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹5.3 L
EMD Value
₹13,251
Closing Date
31 Jul 2023, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LID AND EW SUBDIVISION KOTHAMNAGALAM BLOCK PANCHAYATH
CIVIL WORKS
2023_LSGD_589784_1
ET3/2023-24/AE/LSGD/KLM-9
Open Tender
Civil Works - Buildings
Item Rate
180 days
KOTHAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,170
₹13,251
21 Sept 2023
24 Jul 2023
2 Aug 2023
24 Jul 2023
31 Jul 2023
24 Jul 2023
24 Jul 2023 - 31 Jul 2023
Amount
STADIUM
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
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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
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
4.1.8: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)
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD68447/2023-2024: Providing and fixing fabric fencing mesh of size 50x50 mm or more, made of nylon wire of required width in mesh size 50x50 mm with minimum 2.0mm threads including strengthening with 2 mm dia wire, nuts or cable ties , bolts and washers as required complete as per the direction of Engineer-incharge
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Eldochan Kuriakose
GITTO K BABY
Bidder Name
GITTO K BABY
BASIL P VARGHES
Eldochan Kuriakose
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_872496.pdf
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