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NTID 47205871
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💬 Talk to Our Bidding ExpertSpecial Repairs To Old Berthin in HUT BAY - Complete Tender Details
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ANDAMAN LAKSHADWEEP HARBOUR WORKS
HUT BAY, Andaman and Nicobar Islands, India
NTID 47205871
- Opening Date : Mon 2nd November, 2026
- Closing Date : Sat 31st October, 2026
- ₹ 97486689.00
- NTID 47205871
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
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EMD
1949734.00 -
Document Cost
Refer Documents -
Estimated Cost
97486689.00
BOQ Items Total Items : 10 | Total Qty : 58492
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Surface prepration to receive micro conrete by chipping to depth of max. 75mm, cleaning, removing the traces of dust, loose concrete etc., including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete. | 5887 | Sqm |
| 2 | Replacement of reinforcement as additional bars including bending, cutting, welding and fixing, including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete. | 100 | Qtl. |
| 3 | Steel centering and shuttering including strutting propping etc. and removal of form for : Columns, Pillars, Pipes, Abutments, Posts and Struts including all labour charges transportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete. | 12612 | Sqm |
| 4 | Drilling holes in the existing structure with mechanized boring machine to an average dia of 100 mm at required location for pouring the micro concrete including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete. | 5531 | Nos. |
| 5 | Supply and apply of high strength, non shrink cementitious free flow micro concrete (With minimum 28 days flexural strength 50Kg/ Sqcm and Compressive strength 500Kg/ Sqcm- As per BS 4551-80)) for above water level using 12 mm down size graded stone chips with the ratio of 1:0.75 (1 high strength & non shrink cementitious micro concrete chemical : 0.75 12mm to 6mm stone chips) on site to enable completion of pouring in a continous operation. An approved grout concrete mixer of slow speed heavy duty drill and exact quantity of water as recommended should be poured into the mixing vessel with cleaned stone chips of size 12 mm to 6 mm slowly and mix the same thoroughly in a forced action. The mixed material should be placed immediately to positioned form work continously to an average thickness of 75 mm without any gap.including all labour charges transportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete. | 5887 | Sqm |
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