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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAccepted-AOC PALAKKAL HOUSE KATTOOR P O IRINJALAKKUDA 680702 | IRINJALAKKUDA | THRISSUR | KERALA | 680702 | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹47.7 L+₹4.9 L (11.5%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
16 Oct 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
OFFICE EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
State Plan_State plan_2024_25_Pipe line replacement along Karukakkadav Methuk PWD road _under PH Section Chelakkara_Chelakkara _methuk _karukakkadavu road _Pipeline WorkSection_Chelakkara_Chelakkara _ methuk _karukakkadavu road _Pipeline Work
2024_KWA_694887_1
22/EE/PHD/TSR/2024-25
Open Tender
Civil Works - Others
Item Rate
Chelakkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
20 Dec 2024
7 Oct 2024
17 Oct 2024
7 Oct 2024
16 Oct 2024
7 Oct 2024
7 Oct 2024 - 16 Oct 2024
Amount
cost of materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia.
OD99149/2024-2025:For PVC Specials 3%
OD99602/2024-2025:Charges for 110 mm R/J Joint
100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.
OD100163/2024-2025:Supply Of 40 mm single acting CI Air Valve
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
OD101600/2024-2025:Charges For Supplying 90 mm R/J
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
Working Charges
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.
100.9.8: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.
100.9.9: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): 110 mm nominal outside diameter pipes.
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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)
OD101326/2024-2025:Add 5 % cost for GI specials
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.
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
OD101595/2024-2025:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 100 mm dia nominal bore
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.
100.31.1.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class I.
KWA Connection shifting
OD99158/2024-2025:KWA Connection Shifting From existing line to consumer connection line including charges for earth work excavation ,ASTM Pipe & its Specials , Cutting and laying of pipe etc......
INTRER LINKING WORK
OD101244/2024-2025:Interconnection work including inter linking 200 mm DI to 110 pvc
OD101253/2024-2025:Interconnection work including 90 mm PVC to 75 mm PVC
Realignment of 200 mm DI Pipe
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.
100.49.1.3:Rectification of joint leakages in 200mm D.I. Pipe (cutting, removing and laying back a length of 1.0m from one side of the joint) including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, by cutting and removing a portion of pipe from the damaged joint without causing any damages to the remaining portion of the line and specials and replacing the pipe with mechanical and tyton joint after cleaning the ends, centering the pipe, providing the joints, testing the line to the required test pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of hire and conveyance of tools, plants and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc., complete.
100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.
100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes.
Joy A V
Bidder Name
ABILASH.P.S
Joy A V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1083052.pdf
boq_comp_chart.xlsx
xlsx
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