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NTID 42844353
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💬 Talk to Our Bidding ExpertSub Work For Providing Junctio in Coimbatore - Complete Tender Details
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Highways Department
Coimbatore, Tamil Nadu, India
NTID 42844353
- Opening Date : Mon 1st December, 2025
- Closing Date : Fri 28th November, 2025
- ₹ 21800000.00
- NTID 42844353
Key Values: Document Cost: 0.00 | EMD: 120000.00 | Estimated Cost: 21800000.00
Tender Description
Sub Work For Providing Junction Improvement To Rob On Karamadai Side And Tholampalayam Side For The Main Work Of Construction Of Road Over Bridge At Railway Km.26/500-600 In Lieu Of Existing Lc.no.11 And Construction Of Limited Use Subway At Railway
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
120000.00 -
Document Cost
Refer Documents -
Estimated Cost
21800000.00
BOQ Items Total Items : 41 | Total Qty : 25922.2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer with a lead of 1km for box cutting for providing Junction Improvements. | 4323.00 | Cum |
| 2 | Forming the subgrade using carted earth having soaked CBR value not less 10% than required including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MORT&H Specifications. | 2099.00 | Cum |
| 3 | Providing and laying Granular Sub Base (GSB) Grade - V to required thickness on the prepared minimum CBR value 30 grading conorming to table 400-1 /200-2 of MORTH Revision - IV with sand,gravel crushed stone or quarry fines and or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of materials , labour charges, rentals for machinery ,fuel and all other incidental charges etc., complete as per clause 401 of MORTH -V to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired complete as per clause 401 of MORT&H REV - 5. | 861.00 | Cum |
| 4 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 1050.00 | Cum |
| 5 | Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen(SS1) per10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 4198.00 | Sqm |
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