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NTID 39739721
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Repair And Recarpeting Of Barw, Khandwa - Tender Details
National Handloom Development Corporation Limited
Khandwa, Madhya Pradesh, India
NTID 39739721
- Opening Date : Sat 12th April, 2025
- Closing Date : Wed 9th April, 2025
- ₹ 49788975.00
- NTID 39739721
Tender Description
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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EMD
996000.00 -
Document Cost
1770.00 -
Estimated Cost
49788975.00
BOQ Items Total Items : 8 | Total Qty : 268731.1
# | Item | Quantity | Units |
---|---|---|---|
1 | Scarfying existing Bituminous surface to a depth of 50 mm by mechanical means, Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 Mtr | 43448.500 | Sqm |
2 | Repair of Pot Holes, Patch repair Providing, laying and Rolling of Built-up spray grout layer over prepared base consisting of composite contruction of compacted crushed coarse aggregates and key stone chips with application of bituminous binder after each layer, and with key aggregates placed on top of the final layer to serve as a Base comforming to the line, grades and cross- section specified (Number of layers of coarse aggregate shall be as per site requirement) | 11.480 | Cum |
3 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/ Granular surface cleaned with mechanical broom and as per relevant clause of Section -503 of specification. @0.30 Kg per Sqm ( dry & hungry bituminous surface/ granular surfaces treated with primer) | 130350.000 | Sqm |
4 | Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/ granular surface cleaned with mechanical broom and as per relevant clauses of section -503 of specification.@ 0.25 kg per sqm (normal bituminous surfaces) | 43448.500 | Sqm |
5 | Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic sensor paver finisher to the required grade, level and aligment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. a) Using Batch Mix Plant of appropriate capacity and paver finisher Hydraustatic with sensor. (ii) For grading II ( 19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG30) | 1955.1825 | Cum |
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