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| Tender ID | 4655479 |
|---|---|
| Organisation Name | Kerala Water Authority |
| Tender Brief | Corrigendum : Jal Jeevan Mission - Wss To Sreemoolanagaram, Kanjoor, Chengamanad Nedumbasserry ,parakkadavu Panchayaths - Production Componentspackage Ii - Laying Of Clear Water Pumping Main From Chowara Wtp To Parakkadavu Ohsr And Construction Of Parakkadavu Ohs |
| Last Date For Submission | 1st Jul, 2026 |
| Opening Date | 02 Jul, 2026 |
| Document Cost | 8270.00 |
|---|---|
| EMD | 100000.00 |
| Estimated Cost | 29625149.00 |
| City | Muvattupuzha |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | APPENDIX - D - I Construction of 7.LL OHSR in Parakkadavu Panchayath | ||
| 2 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 225.000 | sqm |
| 3 | 20.2A.1:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles | 512.000 | metre |
| 4 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | 1.000 | per test |
| 5 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 10.647 | cum |
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