Tender for Public Works Department - NTID 31311939
Public Works Department
Mawana, Uttar Pradesh, India
NTID 31311939
- Opening Date : Tue 21st March, 2023
- Closing Date : Tue 21st March, 2023
- ₹ 0.00
- NTID 31311939
Special Repair On Mawana Kithore Hapur Road To Asaura Link Road
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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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Refer Documents
BOQ Items Total Items : 11 | Total Qty : 3221
# | Item | Quantity | Units |
---|---|---|---|
1 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 and as per directed by Engineer-in-charge. Including cost of all material, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. | 34.00 | Cubic Meter |
2 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 and as per directed by Engineer-in-charge. Including cost of all material and bitumen, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. | 900.00 | Square Meter |
3 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades by manual means as per Technical Specification Clause 508 and as per directed by Engineer-in-charge. Including cost of all material and bitumen, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. | 900.00 | Square Meter |
4 | Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510 and as per directed by Engineer-in-charge. Including cost of all material and bitumen, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. | 900.00 | Square Meter |
5 | Construction of un-reinforced, expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (Grade) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc as per directed by Engineer-in-charge. Including cost of all material, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. (SOR SI 1501.2.2) | 90.00 | Cubic Meter |
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