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NTID 42859316
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💬 Talk to Our Bidding ExpertConstruction Of High Level Bri in Kallkurichi - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of High Level Bri" in Kallkurichi, India.
Highways Department
Kallkurichi, Tamil Nadu, India
NTID 42859316
- Opening Date : Tue 9th December, 2025
- Closing Date : Tue 9th December, 2025
- ₹ 61718000.00
- NTID 42859316
Key Values: Document Cost: 0.00 | EMD: 319000.00 | Estimated Cost: 61718000.00
Tender Description
Construction Of High Level Bridge At Km 15/4 Of Indili - Sembakurichi Road (via) Pukkiravari Road In Lieu Of Existing Causeway
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
319000.00 -
Document Cost
Refer Documents -
Estimated Cost
61718000.00
BOQ Items Total Items : 54 | Total Qty : 263029
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary, etc..complete as per relevant standard specification, for DRESSING THE BED UPTO SILL as per MORT&H Vth Revision No.300 | 1400.000 | Cubic Metre |
| 2 | Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B. Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs,stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION - PILECAP UNDER ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision), (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS 1200 (Part 1)-1992. | 736.000 | Cubic Metre |
| 3 | Providing and driving in position permanent MS liners 6mm thick for piles upto maximum scour level from bottom of pilecap as per Cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc. complete as per Sections 1100 & 1600 of MoRT&(H) Specifications (Fifth Revision). | 21.000 | MT |
| 4 | Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal Bored-cast-in situ piles of 1200mm diameter, as per CI.709.1.9 of IRC:78-2014, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Sections 1100 & 1700 of MoRT&(H) Specifications (Fifth Revision). | 279.000 | RM |
| 5 | Compacted cement concrete of grade M15 (Nominal mix) 1:2:4 using 40 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, hire charges for tools and plants including all other. incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc, complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision). | 22.000 | Cubic Metre |
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