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Widening And Strengthening Of , Khalilabad - Tender Details
Explore tender information for Widening And Strengthening Of in Khalilabad, including eligibility, deadlines, and bid specifics.
Public Works Department
Khalilabad, Uttar Pradesh, India
NTID 38855146
Opening Date : Thu 16th January, 2025- Closing Date : Thu 16th January, 2025
- ₹ 316725000.00
- NTID 38855146
Widening And Strengthening Of Bansi Nandaur Khalilabad (s.h.-88) Ch. 17.000 To 28.870 (two Lane With Paved Shoulder) Road
Key Values: Document Cost: 6254.00 | EMD: 4751000.00 | Estimated Cost: 316725000.00
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
-
EMD
4751000.00 -
Document Cost
6254.00 -
Estimated Cost
316725000.00
BOQ Items Total Items : 30 | Total Qty : 240466.46
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. .Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per MORTH Sr. No. 3.06 & Technical Specification Clause 301 | 17860.00 | Cum |
| 2 | Construction of Embankment with Material Deposited from Roadway Cutting .Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per MORTH Sr. No. 3.017 & Technical Specification Clause 305 | 17860.00 | Cum |
| 3 | Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per MORTH Sr. No. 3.16 & Technical Specification Clause 305 | 14046.00 | Cum |
| 4 | Providing & laying of Granular Sub-Base by providing welll graded material, from approved quarry spreading in uniform layer with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired complete as per T.S. specification clasuse 401 for grading1 material.(in widening portion) | 6088.00 | Cum |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 3701.00 | Cum |
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