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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹18.4 L+₹1.4 L (7.99%)Rejected-AOC GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-AOC Second Lowest Bidder | |
| 3 | L3₹19.3 L+₹2.3 L (13.3%)Rejected-AOC RIYAS MANZIL VELICHIKALA PO KOLLAM | L3 | Rejected-AOC Third Lowest Bidder |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
18 Jul 2023, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer , KIP LB Division No5 Asramam Kollam
LAC ADS Koottikkada Distributory Construction of canal road between ch 1580 m to 1800m Konnel mukku Kandolil Road in Mayyanad Grama Panchayath in the Eravipuram LAC
2023_Irrig_585496_1
IRR/PII/TR/1180/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Mayyanad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2023
3 Jul 2023
22 Jul 2023
3 Jul 2023
18 Jul 2023
3 Jul 2023
Amount
Road concreting ,Side protection works and erection of information Boards
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD1236/2022-2023: Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
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)
13.71:Lettering with black Japan pint of approved brand and manufacture
OD26961/2022-2023: Providing, Fixing and erecting 50 mm dia GI pipe hand rail with 3 horizontal pipes duly painted on 1 metres high above ground, 1 m centre to centre ,30 cm embedded in PCC 1:2:4 retaining walls with suitable anchorage complete as per approved drawings including welding and grinding charges and painting over suitable primer etc complete.
OD1238/2022-2023:Name board of size 75X60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per departmental officers at site.
OD1239/2022-2023: Manufacturing, supplying and fixing sign boards of size 1.2 x 0.6m made up of 2 mm thick Japan sheet,support frame of M.S. angle iron of size 25x25x3 mm to 2 vertical posts 2.2m long made up of M.S. Tee section ISNT 40x40x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer .Backside of sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat and firmly fixed to the ground after excavation by means of properly designed foundation of size 0.25x0.25x0.45m with CC 1:2:4 using 20mm broken stone including all cost and conveyance of materials, labour charges, leads and lifts etc. complete as per drawing , specification and direction of Engineer--in-charge. (excluding lettering which is paid separately)
5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.
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.
RENJITH G
RIYAS H
Bidder Name
RIYAS H
Hiran mohan
RENJITH G
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