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NTID 43811733
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💬 Talk to Our Bidding ExpertRenewal Work Of Patai To Raksa in Shahjahanpur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renewal Work Of Patai To Raksa" in Shahjahanpur, India.
PRADHAN MANTRI GRAM SADAK YOJANA
Shahjahanpur, Uttar Pradesh, India
NTID 43811733
- Opening Date : Fri 20th February, 2026
- Closing Date : Fri 20th February, 2026
- ₹ 28714000.00
- NTID 43811733
Key Values: Document Cost: 6000.00 | EMD: 575000.00 | Estimated Cost: 28714000.00
Tender Description
Renewal Work Of Patai To Raksa Road Using Cold Mix Technology By Hot Mix Plant And Paver Finisher (group No. - Up-63/12r)
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
575000.00 -
Document Cost
6000.00 -
Estimated Cost
28714000.00
BOQ Items Total Items : 17 | Total Qty : 35553.037
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and fixing of cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per MORD drawings and Technical Specification Clause 801 | 8.000 | Nos. |
| 2 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 | 4.000 | Nos. |
| 3 | Reinforced cement concrete M15 grade Hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 | 15.000 | Nos. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific 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, Stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 ( 45 -- 63 mm ) as per MORD Technical Specification Clause 405. | 20.250 | Cum |
| 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 Grade M30, 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, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Contraction joints are sawn to a width of (3-5) mm and a depth of (1/4) to (1/3) the slab thickness, or as specified. They should be cut after initial hardening, but while the concrete is still strong enough to support the cutting machine. The joints are then widened to 10 mm and a depth of about 20 mm for sealing as per IRC specifications. | 732.019 | Cum |
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