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NTID 39401681
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Inquiry NowCorrigendum Jjm Wss To Sreem in Muvattupuzha – Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Jjm Wss To Sreem" in Muvattupuzha, India.
KERALA WATER AUTHORITY
Muvattupuzha, Kerala, India
NTID 39401681
- Opening Date : Tue 8th July, 2025
- Closing Date : Mon 7th July, 2025
- ₹ 25350083.00
- NTID 39401681
Tender Description
Documents
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Buy This Document-
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
100000.00 -
Document Cost
8270.00 -
Estimated Cost
25350083.00
Latest Corrigendum List
# | Corrigendum Title | Corrigendum Type |
---|---|---|
1 | 71 Due date extension | Date |
2 | Date Extension | Date |
3 | Re-71 Extension of date | Date |
4 | Corrigendum DLP order | Other |
5 | Re-71 date extension | Date |
6 | Corrigendum DLP order | Other |
7 | Re-71 due date extension | Date |
8 | Corrigendum DLP order | Other |
BOQ Items Total Items : 131 | Total Qty : 108949.749
# | Item | Quantity | 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 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 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 10.647 | cum |
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