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Formation Of Internal Roads C, Chennai - Tender Details
Explore tender information for Formation Of Internal Roads C in Chennai, including eligibility, deadlines, and bid specifics.
State Industries Promotion Corporation Of Tamilnadu Limited
Chennai, Tamil Nadu, India
NTID 39308615
Opening Date : Fri 21st March, 2025- Closing Date : Thu 20th March, 2025
- ₹ 236500000.00
- NTID 39308615
Formation Of Internal Roads, Construction Of Rcc Storm Water Drain And Culverts At Sipcot Industrial Park Sivagangai
Key Values: Document Cost: 0.00 | EMD: 1193000.00 | Estimated Cost: 236500000.00
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
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EMD
1193000.00 -
Document Cost
Refer Documents -
Estimated Cost
236500000.00
BOQ Items Total Items : 56 | Total Qty : 210303
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Road Work (Part-A) | ||
| 2 | Clearing light Jungle on road side including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc., complete complying with standard specifications and as directed by SIPCOT Officers. | 29370.00 | Sqm |
| 3 | Earth work excavation for cutting work in all class of soils such as hard stiff clay, stiff black cotton soil, etc., as per SS20-B ( HGS ss.20B) and deposting the same to the road side etc., complete complying with standard specifications and as directed by SIPCOT Officers. (Excluding refilling) | 14400.00 | Cum |
| 4 | Forming embankment using Carted earth (20 Km internal lead) having CBR value not less then 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 250 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 95% proctor density for the soil below the top of 0.5 meter height of subgrade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc.,Complete complying as per MORTH standard specification and as directed by SIPCOT Officers. (Forming Embankment at 95% Compaction) | 7600.00 | Cum |
| 5 | Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less then 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification. (Forming Subgrade at 97% Compaction) | 7600.00 | Cum |
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