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NTID 44276523
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💬 Talk to Our Bidding ExpertCorrigendum Development Of G in Thiruvananthapuram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Development Of G" in Thiruvananthapuram, India.
INKEL Limited
Thiruvananthapuram, Kerala, India
NTID 44276523
- Opening Date : Mon 13th April, 2026
- Closing Date : Fri 10th April, 2026
- ₹ 620417397.00
- NTID 44276523
Key Values: Document Cost: 17700.00 | EMD: 500000.00 | Estimated Cost: 620417397.00
Tender Description
Corrigendum : Development Of Government Medical College, Thiruvananthapuram - Phase I - Package Ii - Construction Of Multi Level Car Parking Block - Development of Government Medical College, Thiruvananthapuram – Phase I – Package II – Construction of Multi Level Car Parking Block
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
500000.00 -
Document Cost
17700.00 -
Estimated Cost
620417397.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Corrigendum No.1 | Date |
| 2 | Corrigendum2 | Date |
BOQ Items Total Items : 711 | Total Qty : 1832594.935
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL WORKS Pile Foundation | ||
| 2 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity-400kg/m3) 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. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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/Tubewell boring machine shall not be used.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement.)700mm dia piles | 837.900 | metre |
| 3 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity -400kg/m3) 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. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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/Tubewell boring machine shall not be used. 800 mm dia piles.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement).800 mm dia piles | 1583.600 | metre |
| 4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity -400kg/m3) 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 percussion drilling using Direct mud circulation(DMC)or Bailer and chisel technique by Tripod and Mechanical Winch machine 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/Tubewell boring machine shall not be used.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement.)900 mm dia piles | 759.900 | metre |
| 5 | 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.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(loading material shall be concrete blocks). Single pile 140 to 160 tonne capacity. Initial test(For 700mm dia) | 1.000 | per test |
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