Repairing of 05 roads in Dharashiv and Kallam Block damaged due to Flood in year 2025-26 Dist Dharashiv

Construction 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 upto 1000 m as per Technical Specification Clause 301.5

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. Specification Clause 301.4.

Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cement IS-1489 at 425 kg/Cum, coarse aggregate, fine aggregate (VSI) andAdmixture confirming to IS 9130-1999(R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher(preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications.(Excluding Dowel Bars and Tie Bars)

Providing and fixing in position 25 mm dia anti corrosive MS dowel bars of required Dia,60 cms.Long and at 30.00 cm C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.

Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia 70 cms.Long and at 30.00 cm C/C and wherever directed including handling, straightening, necessary cutting supported by assembly of TMT FE 500,chairs with proper alignment etc. complete.

Providing and fixing Roadjunction/Information signboard of size0.90mx0.60m.preparedon16gaugeM.S.sheet with angle ironframe of size 35x35x5 mm including painting with one coat of zinc cromatestoving primer and two coats eac hofgreen/white background and back side graystoveenamelled,bonded with red retroreflective sheet Engineering grade,border/letters/numeral/arrows,coated with nonpealable crystal clear protective coatretaining100%reflectionincludingtwoangleironpostofsize50x50x5mmof3.65m.longinflatedatbottomdrilledontopandpaintedinwhiteandblackbandsof30cm.with4Nos.highstrengthG.I.boltsandnutsofsize10mmdia.and20mmlongsheetandangleironpostinonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcementconcrete1:4:8blockof60cmx60cmx75cmsizeasdirectedbyEngineer-in-chargeetc.complete.MildSteelBoardwithEngineeringGrade.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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. I.Ordinary soil (i) Upto 3 m depth

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6