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NTID 42597991
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Inquiry NowCorrigendum Under Special Re in Banda - Complete Tender Details
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Public Works Department
Banda, Uttar Pradesh, India
NTID 42597991
- Opening Date : Thu 26th February, 2026
- Closing Date : Thu 26th February, 2026
- ₹ 5900000.00
- NTID 42597991
Tender Description
Documents
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Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
495000.00 -
Document Cost
2720.00 -
Estimated Cost
5900000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | 4611/35 C-BANDA CIRCLE/2025-26 Dt. 07-11-2025 | Date |
| 2 | 4742/35 C - Banda Circle/2025-26 Dt. 14-11-2025 | Date |
| 3 | 4876/35 C - Banda Circle/2025-26 Dt. 22-11-2025 | Date |
| 4 | 4961/35 C-Banda Circle/2025-26 Dt. 01-12-2025 | Date |
| 5 | 5111/35 C-BANDA CIRCLE/2025-26 Dt. 08-12-2025 | Date |
| 6 | 5202/35 C-BANDA CIRCLE/2025-26 Dt. 15-12-2025 | Date |
| 7 | 5409/35 C - Banda Circle/2025-26 Dt. 24-12-2025 | Date |
| 8 | 03/35 C-BANDA CIRCLE/2025-26 Dt. 01-01-2026 | Date |
| 9 | 64/35 C-BANDA CIRCLE/2025-26 Dt. 07-01-2026 | Date |
| 10 | 220/35 C - Banda Circle/2025-26 Dt. 14-01-2025 | Date |
| 11 | 338/35 C-BANDA CIRCLE/2025-26 Dt. 22-01-2026 | Date |
| 12 | 462/35 C - Banda Circle/2025-26 Dt. 30-01-2026 | Date |
| 13 | 575/35 C - Banda Circle/2025-26 Dt. 04-02-2026 | Date |
| 14 | 698/35 C - Banda Circle/2025-26 Dt. 12-02-2026 | Date |
| 15 | 808/35 C - Banda Circle/2025-26 Dt. 18-02-2026 | Date |
BOQ Items Total Items : 6 | Total Qty : 29455
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes 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 / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per technical specification clause 405 | 135 | cum |
| 2 | Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 9000 | sqm |
| 3 | Providing laying & 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 . Claues 508 | 9000 | sqm |
| 4 | Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using As per Technical Specification Clause 510 | 9000 | sqm |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture | 540 | CUM. |
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