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NTID 44726466
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💬 Talk to Our Bidding ExpertAnnual Rates For The Dam Safet in Mehsana - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Annual Rates For The Dam Safet" in Mehsana, India.
- Opening Date : Refer Documents
- Closing Date : Wed 15th April, 2026
- ₹ 0.00
- NTID 44726466
Key Values: Document Cost: 1500.00 | EMD: 500000.00 | Estimated Cost: 0.00
Tender Description
Annual Rates For The Dam Safety Works Under The Jurisdiction Of Dharoi Head Works Division No.1, Dharoi Colony.
Documents
Get Complete Tender Details Now - Download the Document!
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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
500000.00 -
Document Cost
1500.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 14 | Total Qty : 14
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, supplying and applying cementitious repair mortar based on crystalline technology conforming to EN 1504-3 (Class R4) with Xypex Megamix II or equivalent , for localized patch repair to damaged concrete surfaces of ogee spillway/bucket, in thickness as directed by the Engineer-in-Charge, measured on the basis of material consumption (kg). The work shall include thorough surface preparation by removal of all loose and unsound concrete, cleaning of lift joints, removal of laitance, rust, oil, grease, algae and other contaminants by wire brushing, light mechanical means and high-pressure water jetting; pre-wetting of substrate to SSD condition; application of approved bonding agent; mixing and application of repair mortar in patches to required thickness; proper compaction and finishing to match the surrounding profile; and curing as per manufacturers specifications. The item shall include all materials, labour, tools & plants, scaffolding, handling, transportation, all leads and lifts, and complete execution as per technical specifications and directions of the Engineer-in-Charge. | 1.000 | Kg |
| 2 | Drilling 35mm dia holes at distance as specified and depth upto 3.0 meters for fixing anchor bars HYSD FE 500 D / HYSD FE 550 D of 25mm diameter with quick set moisture tolerant epoxy grout such as sikadur 31 CF , Fosroc Lokfix , BASF Masterflow 648 or equivalent , complete with epoxy bonding agent like sikadur 32 LP , Conbextra EP 10 etc before placing new concrete and preparing surface for receiving old and cleaning the old concrete surface ncluding scaffolding , material , mixing machine , labour , transportation with all leads and lifts as directed by engineer in charge. | 1.000 | Rmt |
| 3 | Chiseling and removal of all loose, unsound, and deteriorated concrete from the spillway surface by manual or mechanical means up to the required depth, ensuring exposure of sound substrate without damaging the parent concrete including Saw cutting of concrete edges to form regular repair boundaries. The prepared surface shall then be thoroughly cleaned using high-pressure water jetting to remove dust, laitance, debris, oil, and other contaminants. Hacking and opening all cracks using heavy duty gridner , drill machine etc and grinding the surface with rotary wire brush. The scope of work includes collection and disposal of debris at designated locations, surface inspection and approval prior to further treatment, and ensuring proper safety measures due to working at height and over water. The rate shall be inclusive of all labor, tools and tackles, consumables, scaffolding, staging, access arrangements, and all necessary equipment required to complete the work as per specifications and directions of the Engineer-in-Charge. | 1.000 | Sq.mt |
| 4 | Providing and laying of high strength concrete of M60 grade as per specification proper compaction curing with all lead lift , ensuring adequate mix and quality control for tsting as per IS Standards and technical specifications, complete , finished items including supply of all the material , labour T&P etc required for proper compaction of work. | 1.000 | Cu.mt |
| 5 | Applying two-component epoxy bonding agent conforming to ASTM C881 on prepared concrete surface before placement of repair material. | 1.000 | Sq.mt |
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