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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43,917.97Accepted-Finance | ₹43,917.97 | L1 | Accepted-Finance L1 |
| 2 | L2₹47,910.52Accepted-Finance NIL | ₹47,910.52 | L2 | Accepted-Finance L2 |
Tender Value
₹44,361
EMD Value
₹1,109
Closing Date
16 Mar 2026, 1:00 pmClosed
Assistant executive engineer
PH Subdivision Thiruvalla
Deposit work 2025 26 Kuttoor grama panchayath Replacing pipe line in connection with the construction of Njalikkappadi to Manalilpadi culvert in Kuttoor grama panchayath
2026_KWA_844949_1
Re-01/2025-26/AEE/TVLA
Open Tender
Civil Works - Water Works
Kuttoor
Please refer Tender documents.
4 documents required · 4 mandatory
₹335
₹1,109
Yes
27 Apr 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
Working Charges
100.98.230:Supply of PVC Pipe, 10kg/cm2, 25mm Dia.
OD92990/2025-2026:Supply of 100 mm GI pipe (Medium)
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.
100.59.1: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.
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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.
18.12.3:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work25 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
100.37.5.3:Cutting 100mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.5.4:Welding 100mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.5.5:Grinding cut and weld edges of 100mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
OD92993/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. but excluding cost of pipes and fittings - External work. 100 mm dia nominal bore. Observed Data derived from item 100.12.9
OD93823/2025-2026:Disconnection of Existing Connection / Re- Connection /Interconnection from the Existing 160mm/110mm/90 mm/75 mm/63 mm/50 mm PVC Pipe Line or 100mm/80 mm/65 mm/50 mm/40 mm G.I.Pipe Line to newly laid 160mm/110mm/90 mm/75 mm/63 mm/50 mm PVC Pipe Line or 150mm/100mm/80 mm/65 mm/50 mm/40 mm G.I. pipe line, using suitable specials as directed by the departmental Officer at site , including cost of materials, labour charges , conveyance of materials , including necessary earth work etc. complete as per directions .
100.9.2: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): 25 mm nominal outside diameter pipes.
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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