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NTID 42881142
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💬 Talk to Our Bidding ExpertSpecial Repairs To Front Annex in Bheemunipatnam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Special Repairs To Front Annex" in Bheemunipatnam, India.
Military Engineer Services
Bheemunipatnam, Andhra Pradesh, India
NTID 42881142
- Opening Date : Fri 26th December, 2025
- Closing Date : Fri 19th December, 2025
- ₹ 5660000.00
- NTID 42881142
Key Values: Document Cost: 1000.00 | EMD: 110000.00 | Estimated Cost: 5660000.00
Tender Description
Special Repairs To Front Annex Of Dsc Inliving Block (p-42) Under Special Repairs B/r At Naval Station Bheemunipatnam
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
110000.00 -
Document Cost
1000.00 -
Estimated Cost
5660000.00
BOQ Items Total Items : 151 | Total Qty : 10580.69
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for Removal of Damaged, loose and cracked concrete any type, any description up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chipping / hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including high pressure water jetting to chipped concrete and reinforcement. Hard concrete shall not be removed. However if the rebar is corroded, concrete around it shall be removed. Depth of chipping may vary from 50 mm to 150 mm. The edges of repair location shall be saw cut to a depth of at least 10 mm to avoid feather edging and provide a square edge. Removal of dust, loose particles, marine growth etc. from concrete surface manually by wire brush, mechanically or any other means to obtain a sound surface over areas other than above complete all as specified and directed. | 50.00 | Sqm |
| 2 | M&L for Rust Removal Cleaning of rust/ scales/corrosion from reinforcement bars using rust remover Reebaklens RR- Rust remover, followed by cleaning the surface with wire brush and washing surface with fresh water as required to expose the reinforcement bars complete all as specified and directed. | 50.00 | Sqm |
| 3 | M&L for applying Zinc rich Anti-corrosive paint to exposed reinforcement bars, Nitozinc Primer- Two component epoxy zincrich primer ( supplied in 1 and 5 Litre pack), two component system based on metallic zinc and epoxy resin which on mixing gives a grey coloured liquid. An Anti corrosive coat contents Active 'Zinc-rich' system which combats corrosion by electro chemical means having specific gravity of 1.75, Adhesive bond strength > 1.5 N/sqmm, Zinc content >84 % by weight, 40 microns DFT, Fully dry/ Recoatable with in 45 minutes to 1 hour. Typical application includes surface preparations by cleaning steel surface to a bright condition paying particular attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle, applying unbroken coat with suitable brush and allow to dry, then after 30 minutes apply second coat to ensure complete cover to exposed steel/ rebar etc complete all as specified and directed. Total Dry film thickness shall not be less than 40 microns. | 50.00 | Sqm |
| 4 | Providing Injection Grouting and executing injection/ pressure grouting in cracks in the parent concrete by fixing PVC/Aluminium nipples at 150 mm to 200 mm distance in each direction or specified distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP10(M) Moisture insensitive epoxy resin injection material supplied in 1.0 Litre pack which can grout gaps ranging from 0.25mm to 9mm wide, having mix density 1060 kg/cum, Compressive Strength(ASTM D695)-60/sqmm, Tensile Strength(ASTM C307)-20 N/Sqmm, Flexural strength(BS 6319)-45 N/Sqmm. Pressure grouting shall be carried out after surface preparations includes fixing of nipples and filling cracks with epoxy mortar one day before grouting, injecting low viscous grout mechanically about pressure 3.5 - 7.0 kg/cm , removing nipple after grouting and sealing with epoxy mortar etc complete all as specified and directed. Payment shall be made after ascertaining the actual consumption of grout materials. | 50.00 | Sqm |
| 5 | M & L for Additional Reinforcement Cutting, fabricating new reinforcement Fe-500 and fixing with old existing reinforcement which was reduced to 20 % or more of its original diameter as provided in original structure and additional steel as directed by EIC to be fixed with chemical anchor grout Lokfix E77- High performance pure epoxy 3:1 resin cartridge system for anchoring reinforcement supplied in 585 ml cartridge with a single mixer nozzle, application includes drilling hole close to old reinforcement bar with suitable drill as per dia of bar, cleaning the hole with wire brush and compressed air, applying Lokfix E77 with gun followed by placing rebar with slide rotational motion to remove air void formation etc complete all as specified and directed. Payment shall be made after ascertaing the actual site measurement. | 20.00 | Kg |
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