Tender For Repair To Damaged Road Strache On Mewaro Ka Math To Champa Ki Nal - Excavation For Structures (Earthwork In Excavation For Foundation Of Structures Upto 3 M Depth As Per Drawing And Morth Specification Clause 2903 Includding Setting Out, Constr, udaipur-Rajasthan

Tender For Repair To Damaged Road Strache On Mewaro Ka Math To Champa Ki Nal - Excavation for Structures (Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 2 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MoRTH Specification Clause 2908 3 Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and MoRTH specification Clasue 2908 Random Rubble Masonry In 1:6 cement mortar 4 Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clause 1313; 50 mm thick 5 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 6 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 7 Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous 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 water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	15-07-2025	Date	Date	04-08-2025
2	30-06-2025	DATE EXTENDED	Date	15-07-2025

INR 500 /-

INR 14 Lakhs /-