Maintenance/ Upgradation of C.C. Road and Interlocking Tile Work at Road no-01,05,06,07,13,15,16 and 23 and R.C.C Road no-1 and Brick Masonry Drain Work of Road no-05,06,07,13,15,16 and 23 at I.A. Mathura Site-A Distt-Mathura.

Construction of embankment with Material Obtained from Availble Land Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1. with all lifts and leads, 1000M spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Earth work in filling by cartage Earth Work including Labour T&P Cartage etc, complete as per directed by the Engineer-In-charge.FILLING

Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (rubber moulded coloured).

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous courses

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at ONIC, arrd compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.

Plain cement concrete (PCC Grade M-15 ) in Open Foundation Complete as per drawing and Technical Specification .Clouse 1500,1700 & 2100.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, 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, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller. finishing and curing etc. complete as per direction of Engineer-in-charge.

Construction of Un-reinforced,plain cement concrete pavement over a prepared sub-base with 43 grade cement or any other type as per Clouse 1501.2.2,M-30(Grade)coarse and fine aggregate conforming to IS 383,maximumsize 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 plates vibrator and finished in continous operation including and constructional joints applying debonding strip,primer,sealant,near approaches to bridge/culvert and construction joint,admixer as approved curing of concrete slabs for 14 days,cuiring compound (where specified)and water finished to lines and grades as per drawing and technical specification clouse 1501.(for Mathura)

Road Marking with Hot Applied Thermoplastic Compound with. Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 0? 250 gms per sqm area, thickness of 2.5 Sqm mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level ,uniform and free from streaks and holes .

Reflective Raised Pavement Markes (cat eye /Road studs)Supply and fixing of raised pavement markers with the made of plastic body of RPM/road stud shall be moulded from ASA (acylic Styrene Acrylonirile)HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTIM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35-1-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq om. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epоху Installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer at his own cost The rate shall include all materials, labour, T&P, transportation, installation and incidentals all

Excavation in foundation for Disilting of Drain in Ordinary soil (loam,clay ,sand )Including lift upto 30mm and includingfilling watering and ramming of excavated earth in the trenches or in to the plinth and removel and disposal of surplusearth as directed by the Engineer - in-chjarge upto a distance of30 mm from the foundation trenches.

Disposal of Garbage taken out of Desilting of Drain including Cartage T&P etc. complete

Dismantling Brick work / Tile Work / Rubble masonry / pitching / etc by Mannual meanc.

Reinforced Cement concrete (M-30) in Sub Structure complete as per Drawing and Technical Specification Clouse 1500,1700 & 2100

Steel reinforcement R.C.C work ready to use "cut and bend "rebars of approved make from factory/workshop to construction site including placing in position and biding all complete upto plinth level.

Brick mesonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clauses 1300

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.(11.3.1 40mm thick 20mm nominal size stone aggregate)

Plastering with cement mortar (1:3) on brick work in sub structure complete as per drawing and technicle Specification Clouses 1300 & 2200

Providing and laying damp proof coarse 40mm thick with cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 12.5 mm nominal size).

Genrator-250 KVA

Hire charges of pump set of capacity 4000 liters/hour

JOB NUMBER

CD-V(406) Dt. 22.12.2025