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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.4 LAccepted-AOC | 1 | Accepted-AOC 1st lowest | |
| 2 | 3₹15.4 L+₹2.0 L (15.2%)Rejected-AOC | 3 | Rejected-AOC 2nd lowest |
Tender Value
₹17.4 L
EMD Value
₹43,501
Closing Date
22 Feb 2024, 3:00 pmClosed
Executive Engineer
Kerala Water Authority P H Division, Edappal
Deposit works -Valanchery Muncipality- Pipe line extension to Kakkattupara, Karad, Karthala, Vattappara, Meembara and Kothol-Pipeline Work
2024_KWA_659257_1
34/2023-24 KWA/EE/PH/EDPL
Open Tender
Civil Works - Others
Item Rate
270 days
Valanchery Municipality
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
₹43,501
26 Mar 2024
16 Feb 2024
24 Feb 2024
16 Feb 2024
22 Feb 2024
16 Feb 2024
Amount
Working charges
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)
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.
100.1.5: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 50 m, in Ordinary Rock.
100.1.13: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 Hard Rock where Blasting is Prohibited.
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.
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)
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.
100.9.7: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): 75 mm nominal outside diameter pipes.
100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
OD281312/2022-2023:Interconnection of existing 75/90/110/160/200 mm PVC/DI pipeline with 200/150/110/90/75 mm PVC/DI pipeline including earth work excavation for exposing the line,fencing,bailing out water,boring the line or supplying and fixing PVC tee,taking connection including supplying all necessary pipe and spaceials etc.
Cost of pipes , specials and valves
100.98.445:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 40mm.
100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
OD257512/2022-2023:Cost of specails for 75mm PVC 6kg/cm2 pipe
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
OD257325/2022-2023:Cost of specials for 90mm pvc,6kg pipe
Bidder Name
MUHAMMED UVAIS C H
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1020135.pdf
boq_comp_chart.xlsx
xlsx
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