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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹69.6 L+₹1.3 L (1.92%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹70.0 L+₹1.8 L (2.57%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹70.1 L+₹1.8 L (2.60%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹75.7 L+₹7.4 L (10.9%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
27 Jan 2023, 3:00 pmClosed
Executive Engineer
KWA,P H Division,Shornur
JJM - SUPPLYING ,LAYING,TESTING,COMMISSIONING AND MAINTENANCE OF DISTRIBUTION SYSTEM AND PROVING FHTCs -EXTRA WORK
2023_KWA_551484_1
WRD/KWA-CE(NR)/TR/16975/2022
Open Tender
Civil Works - Water Works
Item Rate
50 days
Vellinezhy
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹50,000
Yes
4 Mar 2023
21 Jan 2023
28 Jan 2023
21 Jan 2023
27 Jan 2023
21 Jan 2023
Amount
1. COST OF MATERIALS
100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
OD182242/2022-2023:Supplying PVC Specials (3% of PVC pipe)
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
2.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.
100.59.1: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.
100.9.6: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): 63 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.
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 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
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
100.60.15.1.1:Providing additional length of house connection pipe using 20 mm (1/2 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers.
dinesh
LUKMAN.T
SIVADAS P K
SANTHOSH JACK
SMACO ASSOCIATES PVT LTD
VP SHAREEF
Bidder Name
SANTHOSH JACK
dinesh
LUKMAN.T
VP SHAREEF
SIVADAS P K
FASSAL RAHMAN NEELENGADAN
SMACO ASSOCIATES PVT LTD
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