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NTID 45745324
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💬 Talk to Our Bidding ExpertFormation Of 4th Cross Roads 7 in Kanchipuram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Formation Of 4th Cross Roads 7" in Kanchipuram, India.
State Industries Promotion Corporation Of Tamilnadu Limited
Kanchipuram, Tamil Nadu, India
NTID 45745324
- Opening Date : Fri 17th July, 2026
- Closing Date : Thu 16th July, 2026
- ₹ 33350000.00
- NTID 45745324
Key Values: Document Cost: 0.00 | EMD: 177000.00 | Estimated Cost: 33350000.00
Tender Description
Formation Of 4th Cross Roads 7.50m Wide ) With Rcc Drains , Culverts And Street Lights At Sipcot Medical Device Park, Oragadam-phase-ii
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
177000.00 -
Document Cost
Refer Documents -
Estimated Cost
33350000.00
BOQ Items Total Items : 39 | Total Qty : 21716
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Road works | ||
| 2 | Clearing Light jungle 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. etc., complete complying with standard specification and as directed by SIPCOT Officers. | 2100.00 | cum |
| 3 | Supplying and laying of 600 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc.,complete complying with standard specification and as directed by SIPCOT Officers. | 11.00 | Rm |
| 4 | Forming embankment using Carted earth having minimum CBR of 8% with a lead of 20 Km 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 MORTH standard specification . (Forming Embankment at 95% Compaction) etc., complete complying with standard specification and as directed by SIPCOT Officers. | 2200.00 | cum |
| 5 | Forming Subgrade using Carted earth having minimum CBR of 8% ( with a lead of 20 Km )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) etc., complete complying with standard specification and as directed by SIPCOT Officers. | 1750.00 | cum |
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