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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.3 LAccepted-AOC PANACHIKKAL H PULLARA VALLUVAMBRAM MALAPPURAM | ₹14.3 L | 1 | Accepted-AOC The lowest |
| 2 | 2₹15.4 LRejected-AOC | ₹15.4 L | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹16.3 LRejected-Finance | ₹16.3 L | 3 | Rejected-Finance 3rd lowest |
| 4 | 4₹19.0 LRejected-Finance | ₹19.0 L | 4 | Rejected-Finance 4th lowest |
Tender Value
₹19.5 L
EMD Value
₹48,655
Closing Date
4 Nov 2025, 11:00 amClosed
Executive Engineer
PH Division KWA, Malappuram
DEPOSIT-Tirurangadi Muncipality -DW2023. Tirurangadi municipality-Pipe line extension in various divisions
2025_KWA_815361_1
EE/PH/MPM/28/2025-26
Open Tender
Civil Works - Water Works
180 days
Tirurangadi
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹48,655
29 Jan 2026
28 Oct 2025
5 Nov 2025
28 Oct 2025
4 Nov 2025
28 Oct 2025
Amount
Working charges (Main)
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.
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)
15.24:Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead:
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.
100.9.8: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.
100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.
100.31.1.1: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): 80mm diameter, Class I.
100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
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 (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD147553/2025-2026:Interconnection of new distribution line to the existing pipeline with 160/140/110/90 mm pvc pipeline including earthwork 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 specials etc. complete
Materials (Main)
OD145363/2025-2026:Cost of 90mm PVC specials
OD145361/2025-2026:Supplying 80 mm GI pipe
OD145362/2025-2026:supply of 80 mm dia GI specials
100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
Working Charge (Street Tap)
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.
100.9.5: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): 50 mm nominal outside diameter pipes.
100.98.49:Supply of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm).
18.16.2:Providing and fixing brass stop cock of approved quality :20 mm nominal bore
100.34.2:Providing 20mm diameter self closing taps best quality as per I.S.S. (excluding cost of tap).
OD145366/2025-2026:Supply 20mm self closing tap (SS) as per the direction of department officers
Working Charge (Restoring House Connection)
OD145368/2025-2026:Restoring the domestic Connection to newly laid 110mm&90mm pvc pipe from old line
Materials (PVC Pipe for Street Tap)
100.98.210:Supply of PVC Pipe, 6kg/cm2, 50mm Dia.
OD145369/2025-2026:25mm ASTM Pipe
Materials (ASTM Pipe for House Connection)
OD145367/2025-2026:Supplying of 20mm ASTM Pipe for connection restoration work
ABDURAHMAN SADIQ.K (BID ID -2426450)
MOHAMMED WASEEM (BID ID -2426434)
LUKMAN.T (BID ID -2427049)
Bidder Name
ABDURAHMAN SADIQ.K
LUKMAN.T
NISHAD P
MOHAMMED WASEEM
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