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NTID 39768699
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Kiifb-kila -3cr Project- Govt , Thiruvananthapuram - Tender Details
Explore tender information for Kiifb-kila -3cr Project- Govt in Thiruvananthapuram, including eligibility, deadlines, and bid specifics.
Kerala Institute of Local Administration (KILA)
Thiruvananthapuram, Kerala, India
NTID 39768699
- Opening Date : Sat 29th March, 2025
- Closing Date : Thu 27th March, 2025
- ₹ 33037242.00
- NTID 39768699
Key Values: Document Cost: 9759.00 | EMD: 100000.00 | Estimated Cost: 33037242.00
Tender Description
Kiifb-kila -3cr Project- Govt. Higher Secondary School Parambilconstruction Of New Academic Block For Govt. Higher Secondary School Parambil In Kuruvattoor Gp Under Elathur Lac In Kozhikkode District
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
100000.00 -
Document Cost
9759.00 -
Estimated Cost
33037242.00
BOQ Items Total Items : 245 | Total Qty : 121901.535
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work(Civil work) | ||
| 2 | 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 | 210.298 | cum |
| 3 | OD6755/2024-2025:Modified from 20.2.4Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles | 814.200 | metre |
| 4 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 15.000 | hour |
| 5 | 20.6.2.2: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 capacityRoutine test | 1.000 | per test |
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