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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.2 L+₹10,312 (2.03%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹5.5 L+₹42,153 (8.29%)Accepted-AOC | L3 | Accepted-AOC L3 | |
| 4 | L4₹6.4 L+₹1.3 L (26.4%)Accepted-AOC | L4 | Accepted-AOC L4 |
Tender Value
₹7.9 L
EMD Value
₹19,874
Closing Date
21 Aug 2023, 3:00 pmClosed
Assistant Executive Engineer
Public HealthSub Division, Kerala Water Authority, Irinjalakuda
Jal Jeevan Mission (JJM)-Padiyur Grama panchayath - Extension of pipe line from Aripalam bridge to Mathilakam bridge
2023_KWA_594305_1
03/AEE/ PHSD/ IJK/2023 -24
Open Tender
Civil Works - Water Works
Item Rate
90 days
Padiyoor
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,755
₹19,874
13 Sept 2023
10 Aug 2023
23 Aug 2023
10 Aug 2023
21 Aug 2023
10 Aug 2023
10 Aug 2023 - 21 Aug 2023
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.
OD102933/2023-2024:Taking connection from existing line of size 50mm to 110mm, using PVC specials including all earthwork excavation, re-filling etc, including cost of specials
OD102969/2023-2024:Taking connection from the existing line of size above 110 mm upto 160 mm for connecting to the branch line using PVC/GI/MS Saddle or Tee and specials including cost of saddle / Tee, all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc.
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.
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
Cost of materials
OD102932/2023-2024:Cost of specials for Pvc pipes 3 %
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
Temporary Road restoration
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)
JITH P S
ABILASH.P.S
M.A.Jose
Bidder Name
AJAYAN K K
ABILASH.P.S
M.A.Jose
JITH P S
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