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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | ₹9.6 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹9.8 L+₹16,705.50 (1.73%)Rejected-AOC | ₹9.8 L+₹16,705.50 (1.73%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹10.2 L+₹59,321 (6.16%)Rejected-Finance | ₹10.2 L+₹59,321 (6.16%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹10.6 L+₹97,990 (10.2%)Rejected-Finance | ₹10.6 L+₹97,990 (10.2%) | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹10.8 L+₹1.1 L (11.8%)Rejected-Finance | ₹10.8 L+₹1.1 L (11.8%) | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹15.3 L
EMD Value
₹38,288
Closing Date
10 Apr 2025, 3:00 pmClosed
Executive Engineer, P.H.Division, Irinjalakuda
Office of the Executive Engineer, KWA, P.H.Division, Irinjalakuda-680121
DEPOSIT- Padiyur Grama Panchayath - Nagarasanchaya Padhathi - 2024-25- Pipelline extension works in various wards of Padiyur GP (Project No. 96/2025)
2025_KWA_758244_1
01/EE/PHD/IJK/2025-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
Padiyur Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹38,288
12 May 2025
3 Apr 2025
11 Apr 2025
4 Apr 2025
10 Apr 2025
4 Apr 2025
4 Apr 2025 - 10 Apr 2025
Amount
Working charges
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.
100.8.1: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
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.
OD163035/2024-2025:Shifting existing service connections from the dismantled pipe line to the newly laid pipeline, including cost of 20mm ASTM pipe, 20mm ASTM valve, 20mm elbow, saddle etc and all labour charges for laying, necessary earth work excavations and all incidentail charges etc, complete as per the directions of departmental officers
OD163037/2024-2025:Taking connection from the line of size above 200 mm and upto 400 mm using Tee / Saddle and other specials including all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc. but excluding cost of Te// Saddle piece, CID/CIR joints tail pieces and specials. (200 mm to 400 mm dia DI pipe)
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.
4.1.3: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)
Supply of materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
OD205584/2024-2025:Supply of PVC Specials for 90 mm Dia PVC pipe, 6kg/cm2
RAMESH K (BID ID -2193543)
V.P.JOJI (BID ID -2192756)
M.A.Jose (BID ID -2193962)
ABILASH.P.S (BID ID -2193779)
P SUNILKUMAR (BID ID -2194094)
GOPALAKRISHNAN (BID ID -2194267)
GIRIDAS K S (BID ID -2192879)
Sooraj P R (BID ID -2191644)
Bidder Name
V.P.JOJI
ABILASH.P.S
GOPALAKRISHNAN
M.A.Jose
RAMESH K
GIRIDAS K S
JITH P S
Sooraj P R
P SUNILKUMAR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1232128.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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