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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | L1 | Accepted-AOC Lowest accept | |
| 2 | L2₹1.3 L+₹12,192.70 (10.1%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest | |
| 3 | L3₹1.4 L+₹19,860.52 (16.5%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest |
Tender Value
₹1.5 L
EMD Value
₹3,672
Closing Date
22 Apr 2025, 1:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,P.H Sub Division, Irinjalakuda
DEPOSIT-Muriyad Gramma Panchayath-Varshika Padhathi 2023-24-Pipe line extension work at Velathikulam Kunduchira in Muriyad Panchayath-Pipeline Work
2025_KWA_758880_1
02/AEE/ PHSD/ IJK/2025-26
Open Tender
Civil Works - Water Works
Item Rate
90 days
Muriyad
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹3,672
21 May 2025
7 Apr 2025
23 Apr 2025
7 Apr 2025
22 Apr 2025
7 Apr 2025
Amount
Supply of Materials
100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
OD71716/2023-2024:Supply of PVC specials for 63mm Dia PVC pipes (3% of cost of PVC pipe)
Laying 63mm PVC pipe
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.
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
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.
100.8.1: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.
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
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.
OD71715/2023-2024:Taking connection from existing line of size 50mm to 110mm, using PVC specials including all earthwork excavation, re-filling etc, including cost of specials
100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
RAMESH K (BID ID -2200130)
ABILASH.P.S (BID ID -2193872)
Bidder Name
ABILASH.P.S
RAMESH K
P SUNILKUMAR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1233327.pdf
boq_comp_chart.xlsx
xlsx
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