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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹56.5 LAccepted-AOC | 1 | Accepted-AOC L1 ACCEPTED | |
| 2 | Rejected-Technical ANITHA NIVAS VELIYANAD P O | VELIYANAD | ALAPPUZHA | KERALA | 688190 | - | Rejected-Technical NOT L1 |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
30 Jan 2024, 6:55 pmClosed
ASSISTANT ENGINEER
HARIPAD MUNICIPALITY
AMRUT Rejuvenation side protection of Balmuruga temple pond Rejuvenation side protection of Balmuruga temple pond in ward 15-General Civil Work
2024_LSGD_648075_1
08/AE/HPD/2023-24
Open Tender
Civil Works - Water Works
Item Rate
120 days
HARIPAD MINICIPALTY
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jul 2024
22 Jan 2024
2 Feb 2024
22 Jan 2024
30 Jan 2024
22 Jan 2024
Amount
Protection of pond
OD399898/2022-2023:Engaging coolie
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
OD321137/2023-2024:Under water contaminated slurry removal by mechanical means (hydraulic excavator) /manual means over areas including of availed liquid slurry lead up toa50m and lift upto1.5m
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
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.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD322572/2023-2024: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
OD400151/2022-2023:Supplying and fixing Name board
AJEESH V A
Bidder Name
AJEESH V A
Chandrakantham Agencies
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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