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NTID 38947161
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Corrigendum Special Repair W, Aligarh - Tender Details
Explore tender information for Corrigendum Special Repair W in Aligarh, including eligibility, deadlines, and bid specifics.
Public Works Department
Aligarh, Uttar Pradesh, India
NTID 38947161
- Opening Date : Fri 21st March, 2025
- Closing Date : Fri 21st March, 2025
- ₹ 0.00
- NTID 38947161
Key Values: Document Cost: 854.00 | EMD: 166000.00 | Estimated Cost: 0.00
Tender Description
Corrigendum : Special Repair Work Of Jiroli Bembirpur Road To Kirthala Road
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
166000.00 -
Document Cost
854.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 7 | Total Qty : 1271.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4 to 53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | 54.000 | cum |
| 2 | Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) | 300.00 | sqm |
| 3 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 to be followed by seal coat of Type-C as per Technical Specification Clause 508. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) | 300.00 | sqm |
| 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. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) | 300.00 | sqm |
| 5 | Construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm 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 from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (CH-20, Sl.No.20) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | 157.50 | cum |
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