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NTID 43236054
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💬 Talk to Our Bidding ExpertVettom Gp Proj No- 262-26-m E in Malappuram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Vettom Gp Proj No- 262-26-m E " in Malappuram, India.
LOCAL SELF GOVERNMENT DEPARTMENT
Malappuram, Kerala, India
NTID 43236054
- Opening Date : Sat 27th December, 2025
- Closing Date : Thu 25th December, 2025
- ₹ 169222.00
- NTID 43236054
Tender Description
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
BOQ Items Total Items : 8 | Total Qty : 1077.96
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Retarring | ||
| 2 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 144.000 | sqm |
| 3 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 39.160 | sqm |
| 4 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 226.000 | sqm |
| 5 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 10.800 | cum |
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