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Additional Work On Ridf-25 Package No. 16-04 Road work (Based on PWD Rural Circle Jaipur road BSR 2019) Validate Print Help 1 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construc-Rajasthan

Public Works Department-PWD has published Additional Work On Ridf-25 Package No. 16-04 Road work (Based on PWD Rural Circle Jaipur road BSR 2019) Validate Print Help 1 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construc. Submission Date for this Tender is 09-12-2021. Prime Mover Tenders in Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

30078781
Additional Work On Ridf-25 Package No. 16-04 Road work (Based on PWD Rural Circle Jaipur road BSR 2019) Validate Print Help 1 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construc
Open Tender
Indian
Rajasthan
09-12-2021

Tender Details

Additional Work On Ridf-25 Package No. 16-04 Road work (Based on PWD Rural Circle Jaipur road BSR 2019) Validate Print Help 1 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth 244.000 P.Cum 155.00 37820.000 INR Thirty Seven Thousand Eight Hundred & Twenty Only 2 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 149.650 P.Cum 2677.00 400613.000 INR Four Lakh Six Hundred & Thirteen Only 3 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:4 cement mortar 384.742 P.Cum 2593.00 997636.000 INR Nine Lakh Ninety Seven Thousand Six Hundred & Thirty Six Only 4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) 242.807 P.Cum 3045.00 739347.000 INR Seven Lakh Thirty Nine Thousand Three Hundred & Forty Seven Only 5 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905 1000 mm dia 60.000 P.Rmt 4219.00 253140.000 INR Two Lakh Fifty Three Thousand One Hundred & Forty Only Sl. No. Item Description Quantity Units Estimated Rate in Rs. P TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT In Words 1 2 3 4 5 6 7 6 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 269.502 P.Sqm 132.00 35574.000 INR Thirty Five Thousand Five Hundred & Seventy Four Only 7 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6, 75 mm thick 65.000 P.Sqm 321.00 20865.000 INR Twenty Thousand Eight Hundred & Sixty Five Only 8 White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 30.710 P.Sqm 10.00 307.000 INR Three Hundred & Seven Only 9 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 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size 113.100 Cum 5460.00 617526.000 INR Six Lakh Seventeen Thousand Five Hundred & Twenty Six Only 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 and 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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