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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC KUPAKKARATHADATHIL HOUSE VEMPALLY P O | ₹3.4 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | ADITHYA ENTERPRISES L1 |
|---|---|---|---|---|
| 1.00Concrete Bund | ||||
| 1.01 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared | 30 | m2 | 9 ₹270 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 2.4 | m3 | 350 ₹840 |
| 1.03 | 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) | 0.8 | m3 | 9,230 ₹7,384 |
| 1.04 | 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.2 | m3 | 10,400 ₹22,880 |
| 1.05 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 22 | m2 | 385 ₹8,470 |
| 1.06 | 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 | 110 | kg | 110 ₹12,100 |
| 1.07 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 21 | m2 | 365 ₹7,665 |
| 1.08 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 21 | m2 | 122 ₹2,562 |
| 1.09 | Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 5 | days | 3,030 ₹15,150 |
Tender Value
₹3.4 L
EMD Value
₹8,500
Closing Date
3 Mar 2026, 4:00 pmClosed
Regional project Director,Regional project managem
REGIONAL PROJECT DIRECTOR,REGIONAL PROJECT MANAGEMENT UNIT,KRWSA, MATHA ARCADE, THODUPUZHA, IDUKKI - 685584
Ground Water Recharge Work of VimalaSJVS Under Package-2 to Parathodu Grama Panchayath in Kottayam District
2026_KRWSA_832617_2
KRWSA/IDKI/TEN/GWR/02/25
Open Tender
Civil Works - Water Works
90 days
Parathode Grama Panchayath in Kottayam District
As per tender condition
5 documents required · 5 mandatory
₹700
₹8,500
8 Apr 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
24 Feb 2026 - 3 Mar 2026
Concrete Bund
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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)
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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
CONVEYANCE
Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016. 50 mm dia 10 kg
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.
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.
"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 the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 50 mm dia
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)
Supplying and fixing valves 50 mm dia
Supplying and fixing GM Air valves 50 mm dia
RECHARGE PIT
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
Supplying and installing Rcc Ring 1.2 m diameter and ring inluding all charges for hire material and labour as per the direction of departmental officer in charge
Supplying, sieving, stacking and spreading 40mm broken stone in the gallery trenches as per standard norms including cost of all materials.
Supplying, sieving, stacking and spreading 20mm to 12.5mm broken stone in the gallery trenches as per standard norms including cost of all materials.
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