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Tender For 9- Special Repair Of Sh-96 Bhinga Laxhman Pur Road Km 11 To Sambhar Purwa To Dudwani Piprahwalink Road Km -1,2,3 ,4(500) Year 2023-24 In District Shravasti., shrawasti-Uttar Pradesh

Public Works Department-PWD has published Tender For 9- Special Repair Of Sh-96 Bhinga Laxhman Pur Road Km 11 To Sambhar Purwa To Dudwani Piprahwalink Road Km -1,2,3 ,4(500) Year 2023-24 In District Shravasti.. Submission Date for this Tender is 18-03-2024. Road Work Tenders in shrawasti Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42451490
Corrigendum : Tender For 9- Special Repair Of Sh-96 Bhinga Laxhman Pur Road Km 11 To Sambhar Purwa To Dudwani Piprahwalink Road Km -1,2,3 ,4(500) Year 2023-24 In District Shravasti.
Open Tender
Indian
Uttar Pradesh
shrawasti
18-03-2024

Tender Details

Tender For 9- Special Repair Of Sh-96 Bhinga Laxhman Pur Road Km 11 To Sambhar Purwa To Dudwani Piprahwalink Road Km -1, 2, 3 , 4 ( 500 ) Year 2023-24 In District Shravasti.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Feb-2024 2Date Corrigendum Date 04-03-2024
2 02-Mar-2024 4Date corrigendum Date 08-03-2024
3 07-Mar-2024 5Date corrigendum Date 11-03-2024
4 11-Mar-2024 6Date Corrigendum Date 18-03-2024

Key Value

Document Fees
INR 2715 /-
EMD
INR 405000.0 /-
Tender Value
INR 41 Lakhs /-

BOQ Items

Name of Work : Special Repair of SH-96 Bhinga Laxhman Pur Road km 11 to Sambhar Purwa to Dudwani PiprahwaLink Roadkm -1,2,3 ,4(500) Year 2023-24 in District Shravasti.
Sl. No. Item Description
1WBM Grading 3-Providing, laying, spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN 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 densityas per (MORD) Technical Specification Clauses 405.
2Construction ofun-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, admixtures as approved, curing of concrete slabs for 14-days,
3Providing and applying Tack coat with bitumen (V.G.-10) using bitumen 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 (iii)
4Providing, laying and rolling of open - graded premix carpet of 20mm 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 (MORD) Technical Specification Clause 508.
5Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type Cas per (MORD) Technical Specification Clause 510
6Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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