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NTID 42815332
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Inquiry NowConstruction Of Maintenance Sh in Lucknow - Complete Tender Details
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UTTAR PRADESH STATE ROAD TRANSPORT CORPORATION
Lucknow, Uttar Pradesh, India
NTID 42815332
- Opening Date : Fri 28th November, 2025
- Closing Date : Thu 27th November, 2025
- ₹ 5567002.00
- NTID 42815332
Tender Description
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
118000.00 -
Document Cost
5900.00 -
Estimated Cost
5567002.00
BOQ Items Total Items : 63 | Total Qty : 13108.85
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured up to to the bottom of pile cap) : 300 mm dia piles | 231.00 | Sq m |
| 2 | 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. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. a- Single pile up to 50 tone Safe capacity Initial test (Test Load 2.5 times the Safe capacity) | 1.00 | Sq m |
| 3 | b- Routine test (Test Load 1.5 times the Safe capacity) | 1.00 | Sq m |
| 4 | 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. in all kind of soil. | 100.56 | Cu m |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | 119.17 | Cu m |
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