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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹8.2 L
EMD Value
₹20,500
Closing Date
17 Jun 2025, 5:00 pmClosed
Regional project Director,Regional project managem
REGIONAL PROJECT DIRECTOR,REGIONAL PROJECT MANAGEMENT UNIT,KRWSA, MATHA ARCADE, THODUPUZHA, IDUKKI - 685584
Rectification work of 1WSS under Package-4 to konni Grama Panchayath in Pathanamthitta District
2025_KRWSA_764638_3
KRWSA/IDKI/TEN/WSS/36/2025
Open Tender
Civil Works - Water Works
Item Rate
90 days
konni
As per tender condition
5 documents required · 5 mandatory
₹1,650
₹20,500
21 Jul 2025
10 Jun 2025
19 Jun 2025
10 Jun 2025
17 Jun 2025
10 Jun 2025
10 Jun 2025 - 17 Jun 2025
Amount
APPENDIX 1-SOUBHAGYA
Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter,20 mm PVC Air valve,Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials , lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges including cost of water meter and meter box and including charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :
100.98.132 Supply of PE Pipe, PE100, PN12.5, 63mm dia, conforming to IS 4984/2016.
"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering 63mm
Supply of PVC Pipe, 40MM 10kgf/cm2
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
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, traffice 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.
Refilling the wet-mix concrete 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.
Supplying and erection of openwell submerssible motor,panel board,earthing,NRV etc.
Cleaning of 7m dia.of openwell and removing the mud of 3m from bottom level
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1253502.pdf
boq_comp_chart.xlsx
xlsx
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