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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹12.7 L
EMD Value
₹31,776
Closing Date
6 Dec 2022, 4:00 pmClosed
EXECUTIVE ENGINEER
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer tender document
2022_LSGD_533770_1
ET 210/DP EKM/EE/LSGD/22-23
Open Tender
Civil Works - Others
Item Rate
150 days
Kakkanad
Refer tender document
7 documents required · 7 mandatory
₹2,760
Yes
₹31,776
Yes
17 Jan 2023
28 Nov 2022
9 Dec 2022
28 Nov 2022
6 Dec 2022
28 Nov 2022
Amount
shuttle court construction
OD200066/2022-2023:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 100cm long (60cm in rock and 40cm in concrete ) including drilling holes of 20mm dia to a depth of 60cm in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
4.1.5: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 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
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.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
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)
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
5.2.2: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)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
OD208462/2022-2023:od101274/2022_2023:Providing aname board of average size 90cm *60 cm fixing with 50 mm GI pipe post including bottom concreting painting lettering etc complete as detailed below Earth work excavation in all classes of soil PCC 1:4:8 10 cm thick bottom pedestal of size 30*30*45 cm with cc 1:2:4 50 mm GI pipe as main post of average length 145 cm support strut with 25 mm GI pipe 2 nos 50cm 1 mm thick MS sheet board of frame with 40*40*6 mm angle iron and 3 mm thick MS Gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
BINU.K.GEORGE
Binu K Varghese
Bidder Name
Binu K Varghese
BINU.K.GEORGE
Jeevan Sabu
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