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Formation Of Internal Road 20, Krishnagiri - Tender Details
Explore tender information for Formation Of Internal Road 20 in Krishnagiri, including eligibility, deadlines, and bid specifics.
State Industries Promotion Corporation Of Tamilnadu Limited
Krishnagiri, Tamil Nadu, India
NTID 38870864
Opening Date : Fri 24th January, 2025- Closing Date : Thu 23rd January, 2025
- ₹ 23100000.00
- NTID 38870864
Formation Of Internal Road (20 M Wide) To Sipcot Industrial Park, Kurubarapalli, Krishnagiri District
Key Values: Document Cost: 0.00 | EMD: 126000.00 | Estimated Cost: 23100000.00
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
126000.00 -
Document Cost
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Estimated Cost
23100000.00
BOQ Items Total Items : 65 | Total Qty : 17323.62
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | ROAD WORK | ||
| 2 | Clearing Heavy Jungle Clearing and grubbing road land 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.r etc., complete complying with standard specification and as directed by SIPCOT Officers. | 2861.00 | 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 specification and as directed by SIPCOT Officers. | 1125.00 | Cum |
| 4 | Supply and laying NP2 class - 300m dia pipes including collar etc., complete complying with standard specification and as directed by SIPCOT Officers. | 30.00 | Rm |
| 5 | Forming embankment using excavated earth (1 Km internal lead) 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 as per the Clause 502 of MORTH Rev-5 etc., complete complying with standard specification and as directed by SIPCOT Officers. (Forming Embankment at 95% Compaction) | 1311.00 | Cum |
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