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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹7.5 L
EMD Value
₹18,700
Closing Date
18 Jun 2022, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer tender document
2022_LSGD_483607_2
ET/470/DPEKM/EE/LSGD/21-22
Open Tender
Civil Works - Others
Item Rate
180 days
Kakkanad
Refer tender document
6 documents required · 6 mandatory
₹1,500
Yes
₹18,700
Yes
24 Aug 2022
9 Jun 2022
21 Jun 2022
9 Jun 2022
18 Jun 2022
9 Jun 2022
9 Jun 2022 - 18 Jun 2022
Amount
Boat jettty
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
od1711053/2021_2022 : Supplying and errecting pre cast RCC rings of size 1.20m including all labour charges for excavation,errection and material charges etc complete
od1711069/2021_2022 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,<br>1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in<br>between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund<br>after completion of the work etc. complete.<br>MODIFIED 60.1.1
od1711080/2021_2022 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with<br>engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel,<br>lubrication oil and other stores, pay of staff etc complete<br>Modified 60.2.3<br>
60.64.3 : Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces and tied to the post with iron wires etc complete as per standard specification.
60.64.5 : Coconut Pile- Driving down half split coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
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)
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)
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
4.9 : Precasting placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing .
Bidder Name
Vaseer Muhammed
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