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Formation Of Left Out Portion , Chennai - Tender Details
Explore tender information for Formation Of Left Out Portion in Chennai, including eligibility, deadlines, and bid specifics.
State Industries Promotion Corporation Of Tamilnadu Limited
Chennai, Tamil Nadu, India
NTID 38875782
Opening Date : Fri 24th January, 2025- Closing Date : Thu 23rd January, 2025
- ₹ 19850000.00
- NTID 38875782
Formation Of Left Out Portion In Road B And New Formation Of Road D At Sipcot Industrial Park, Bargur Sez Area
Key Values: Document Cost: 0.00 | EMD: 109500.00 | Estimated Cost: 19850000.00
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
109500.00 -
Document Cost
Refer Documents -
Estimated Cost
19850000.00
BOQ Items Total Items : 38 | Total Qty : 17245.22
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | ROAD WORK | ||
| 2 | Earth work excavation for cutting work in all class of soils such as hard stiff clay, stiff black cotton soil, etc., as per SS20-A ( HGS ss.20A) and deposting the same to the road side as directed by Engineer in charge etc., as per standard specification and as directed by SIPCOT Officials. | 408.00 | Cum |
| 3 | Forming Subgrade using carted earth with a conveyance of 10Km 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 95% 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 SIPCOT Officers 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 as per MORTH standard specification. (Forming Subgrade at 95% Compaction). | 1249.26 | Cum |
| 4 | Forming Subgrade using carted earth with a conveyance of 10Km 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) | 1725.00 | Cum |
| 5 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Filter layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers | 475.70 | Cum |
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