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NTID 44322196
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💬 Talk to Our Bidding ExpertConstruction Of Road From Saib in Bardez - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Road From Saib" in Bardez, India.
- Opening Date : Fri 20th March, 2026
- Closing Date : Wed 18th March, 2026
- ₹ 835338.00
- NTID 44322196
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
BOQ Items Total Items : 5 | Total Qty : 1706.38
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: (a) Ordinary soil. | 667.50 | Sq.m. |
| 2 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc. (Measurements shall be considered on finished item). | 133.50 | Cu.m. |
| 3 | Providing and laying 50mm (consolidated thickness) full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. Binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. Including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. | 667.50 | Sq.m. |
| 4 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 71.00 | Cu.m. |
| 5 | Transportation and carriage of materials by mechanical transport including loading, unloading and stacking (ii) Earth. | 166.88 | Cu.m. |
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