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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹33.5 L+₹72,610.57 (2.21%)Rejected-AOC PATTASSERY HOUSE VENGARA VALIYORA P O MALAPPURAM DT 676304 MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 676304 | L2 | Rejected-AOC Accepted | |
| 3 | L3₹33.6 L+₹79,478.13 (2.42%)Rejected-AOC PUTHUSSERIPADY HOUSE KALYANAPATTA KANNIMARI P O 678103 | KANNIMARI | PALAKKAD | KERALA | 678103 | L3 | Rejected-AOC Accepted | |
| 4 | L4₹37.2 L+₹4.4 L (13.5%)Rejected-AOC | L4 | Rejected-AOC Accepted |
Tender Value
₹41.4 L
EMD Value
₹50,000
Closing Date
13 Nov 2023, 11:00 amClosed
Executive Engineer
Office of the Executive Engineer Irrigation Division Chittur
Demolishing CC Earth Work Exacavation CC 1_4_8 CC 1_3_6 CC 1_2 _4 CC 1_1 5_3 Centering and shuttering Platering etc
2023_Irrig_618264_1
IRR/PI/TR/1090/2023_5_7_6/1C15
Open Tender
Civil Works - Canal
Item Rate
360 days
Chittur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
Yes
20 Feb 2024
2 Nov 2023
15 Nov 2023
2 Nov 2023
13 Nov 2023
2 Nov 2023
2 Nov 2023 - 4 Nov 2023
Amount
Rectification Works to Themabaramadakku Main Canal
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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)
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
Anees P
TOMEY RAPHAEL
SHANEEF.S
Bidder Name
TOMEY RAPHAEL
SHANEEF.S
manoj.k
Anees P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_927833.pdf
boq_comp_chart.xlsx
xlsx
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