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Tender For Cc Road Work From Nursery Main Road To Sovaran Singh Sikarwar House,Pushpanjali Vihar Colony,Dholpur, dholpur-Rajasthan

Public Works Department-PWD has published Tender For Cc Road Work From Nursery Main Road To Sovaran Singh Sikarwar House,Pushpanjali Vihar Colony,Dholpur. Submission Date for this Tender is 21-03-2024. Road Work Tenders in dholpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

42910011
Tender For Cc Road Work From Nursery Main Road To Sovaran Singh Sikarwar House,Pushpanjali Vihar Colony,Dholpur
Open Tender
Indian
Rajasthan
dholpur
21-03-2024

Tender Details

Tender For Cc Road Work From Nursery Main Road To Sovaran Singh Sikarwar House, Pushpanjali Vihar Colony, Dholpur

Key Value

Document Fees
INR 500 /-
EMD
INR 15600.0 /-
Tender Value
INR 7.80 Lakhs /-

BOQ Items

Name of Work:CC WORK FROM NURSERY MAIN ROAD TO SOVARAN SINGH SIKARWAR HOUSE,PUSHPANJALI VIHAR COLONY,DHOLPUR
Sl. No. Item Description
1Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5 With lead 500mtr to 1000 mtr
2Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20 i)To achieve 100% Proctor density
3Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
4Construction of un-reinforced, without dowel bar, 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments. Cement concrete M-30 grade
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