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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹5,443.71 (1.27%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.5 L+₹24,189.41 (5.64%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹4.7 L+₹40,989 (9.56%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹4.9 L+₹56,586.52 (13.2%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹5.8 L
EMD Value
₹14,533
Closing Date
10 Oct 2024, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Head Works Subdivision Thycattussery Cherthala
DEPOSIT PWD KIFB 2016 17 Supplying and Laying of 90mm uPVC Pipe 890mtrs for new distribution line as a part of Alignment Changing of Road Related to the Construction of Perumbalam Bridge Pipeline Work.
2024_KWA_693496_1
12221/2022_26_2_1/1
Open Tender
Civil Works - Water Works
Item Wise
90 days
Preumbalam Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,285
Yes
₹14,533
Yes
29 Oct 2024
3 Oct 2024
11 Oct 2024
3 Oct 2024
10 Oct 2024
3 Oct 2024
3 Oct 2024 - 10 Oct 2024
Amount
Working charges
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.98.1008:Engaging Coolie.
100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
OD131794/2022-2023:Interconnecting the newly laid 90mm PVC pipe line to the existing 90mm PVC line by using 90mm PVC Tee solvent cement labour charges and hire for tools etc complete
OD131800/2022-2023:Interconnecting the newly laid 90 mm pvc pipe line to the existing 150mm AC line by using 150mm CID joint 160 x 90 mm pvc Reducer, solvent cement,labour charges and hire for tools etc complete
OD131804/2022-2023:Supplying and Conveying 90mm PVC Bend in Position as per direction of engineer in Charge
OD131806/2022-2023:Supplying Superior Quality 90mm End Cap
OD131814/2022-2023:Taking/Tapping 20mm PVC connection from the newly laid 90mm PVC line by boring the main, fitting 90x20mm PVC saddle piece (10kg/cm2), 20mm MTA 80 Sch (supplied by the contractor) including cost and conveyance of saddle piece nut and bolt 20mm MTA 80sch labour for fitting and hire for tools etc.
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
V prakasan
NITHIN K P
NAJEEM ARSHAD K Z
GIRIDAS K S
Jyothi K P
G RAJESH
Bidder Name
Jyothi K P
G RAJESH
V prakasan
GIRIDAS K S
Amal raj
NITHIN K P
NAJEEM ARSHAD K Z
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1080131.pdf
boq_comp_chart.xlsx
xlsx
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