Tender for HARBOUR ENGINEERING DEPARTMENT - NTID 31358567
HARBOUR ENGINEERING DEPARTMENT
Thiruvananthapuram, Kerala, India
NTID 31358567
- Opening Date : Wed 5th April, 2023
- Closing Date : Fri 31st March, 2023
- ₹ 4176344.00
- NTID 31358567
General-ucr- In Thiruvananthapuram Dist. Adimalathura - Theeradesha Shiluvamala Beach Road In Kottukal G.p At Kovalam Lac-general Civil Work-
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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
50000.00 -
Document Cost
3260.00 -
Estimated Cost
4176344.00
BOQ Items Total Items : 9 | Total Qty : 17781.25
# | Item | Quantity | Units |
---|---|---|---|
1 | Construction of Road | ||
2 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 937.500 | cum |
3 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 2500.000 | sqm |
4 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 281.250 | cum |
5 | OD3785/2022-2023:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with Front end loader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 281.250 | cum |
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