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Tender For Construction Of Cement Concrete Road From Mangej Singh Gurjer Ke Nohre Se Shyam Sunder Ke Nohre Tak Via Prabhudayal Ke Nohre Se Bikaner Road Tak, Chitra Ke Ghar Se Bhairaram Ke Ghar Tak Ward No. 15, Sardarshahar, sardarshahar-Rajasthan

Public Works Department-PWD has published Tender For Construction Of Cement Concrete Road From Mangej Singh Gurjer Ke Nohre Se Shyam Sunder Ke Nohre Tak Via Prabhudayal Ke Nohre Se Bikaner Road Tak, Chitra Ke Ghar Se Bhairaram Ke Ghar Tak Ward No. 15, Sardarshahar. Submission Date for this Tender is 14-02-2024. Road Work Tenders in sardarshahar Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

41926536
Tender For Construction Of Cement Concrete Road From Mangej Singh Gurjer Ke Nohre Se Shyam Sunder Ke Nohre Tak Via Prabhudayal Ke Nohre Se Bikaner Road Tak, Chitra Ke Ghar Se Bhairaram Ke Ghar Tak Ward No. 15, Sardarshahar
Open Tender
Indian
Rajasthan
sardarshahar
14-02-2024

Tender Details

Construction Of Cement Concrete Road From Mangej Singh Gurjer Ke Nohre Se Shyam Sunder Ke Nohre Tak Via Prabhudayal Ke Nohre Se Bikaner Road Tak, Chitra Ke Ghar Se Bhairaram Ke Ghar Tak Ward No. 15, Sardarshahar

Key Value

Document Fees
INR 500 /-
EMD
INR 21800.0 /-
Tender Value
INR 10.90 Lakhs /-

BOQ Items

Name of Work : Construction of Cement Concrete road from Mangej singh gurjer ke Nohre se Shyam sunder ke Nohre tak via Prabhudayal ke Nohre se Bikaner Road tak, Chitra ke Ghar se Bhairaram ke Ghar tak ward no. 15, Sardarshahar
Sl. No. Item Description
1Excavation inCutting in Soil by manual means with lead upto 50 m (iii) Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m, Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m,trimming ofbottom and sideslopesinaccordancewithrequirementsof lines,grades andcross-sectionsas perMoRTH Specification Clause 301.3.6.
2Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material
3Construction 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 602.2.2 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, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
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