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Inquiry NowImprovement Of Babhari To Uria, Golaghat - Tender Details
Explore tender information for Improvement Of Babhari To Uria in Golaghat, including eligibility, deadlines, and bid specifics.
Public Works Roads Department
Golaghat, Assam, India
NTID 38857899
- Opening Date : Tue 21st January, 2025
- Closing Date : Tue 21st January, 2025
- ₹ 10000000.00
- NTID 38857899
Improvement Of Babhari To Uria Line Road, Chakalating To Durga Mandir Line Road Of Chakalating Tea Estate Under Bokakhat And Dergaon Territorial Road Division Of Dergaon Lac
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
200000.00 -
Document Cost
2000.00 -
Estimated Cost
10000000.00
BOQ Items Total Items : 30 | Total Qty : 8050.21
# | Item | Quantity | Units |
---|---|---|---|
1 | Bahbari Tea Estate to Uria line-Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non thorny jungle | 0.42 | Hect |
2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 477.31 | Cum |
3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land | 634.12 | Cum |
4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 326.21 | Cum |
5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Gr. III (A) By Manual Means | 190.49 | Cum |
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