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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | L2₹3.2 L+₹24,734.23 (8.44%)Rejected-AOC | L2 | Rejected-AOC Second Lowest Amount Quoted | |
| 3 | L3₹3.4 L+₹45,740.47 (15.6%)Rejected-AOC | L3 | Rejected-AOC Third Lowest Amount Quoted |
Tender Value
₹3.4 L
EMD Value
₹8,470
Closing Date
6 Feb 2024, 3:00 pmClosed
Assistant Executive Engineer
Head Works sub Division,Malampuzha Irrigation
The tailend portion of the Kalivpad branch canal is mostly water logged, so wetness exist in the canal. The foundation earth is marshy bulky soil, thus quarry muck is provided in the estimate as bed firming is required.
2024_Irrig_649631_1
IRR/PI/TR/7934/2023_5_1_1/1
Open Tender
Repair and Maintenance Works
Item Rate
240 days
Kavilppad
Please prefer Tender Document
7 documents required · 7 mandatory
₹750
Yes
₹8,470
Yes
19 Feb 2024
25 Jan 2024
7 Feb 2024
25 Jan 2024
6 Feb 2024
25 Jan 2024
Amount
action plan
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
OD29546/2023-2024:Quarry Muck - 51.2.3 (priceone) Filling with Quarry Muck 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 -- one unit = 2.83.m3 = Rs.2498/- ( 100cft )
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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.
NAUFAL C.A
C M ABDUL RAHIMAN
Bidder Name
ABDUL KHADER SUFAID C M
NAUFAL C.A
C M ABDUL RAHIMAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_997756.pdf
boq_comp_chart.xlsx
xlsx
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