Road & Highway Construction Tender Results

eProcurement System Government of Uttar Pradesh Created By: Chandra Pal Singh Created Date/Time: 16-Jan-2026 03:51 PM Tender Title: Construction work of Kharot Kotvan road to Nagla Mewati road in District Mathura Tender ID: 2025_CEAGR_1098632_2

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 M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mis design laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythen film wedges, steel plastes including levelling the fromwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plaste vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips primer sealant dowel bras near approaches to birdeg/culvert and construction joints admistures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing andTechnical specification Clause.1501

Group-B Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura)

Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura)

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 M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mis design laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythen film wedges, steel plastes including levelling the fromwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plaste vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips primer sealant dowel bras near approaches to birdeg/culvert and construction joints admistures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing andTechnical specification Clause.1501