Road construction work using cement concrete (CC) on the main road of Ward 36, Yamunanagar.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources)

Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate.

Laying, spreading and compacting stone aggregate of specified sizes, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate excluding of roller charges.

Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS: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 thin white topping with plain cement concrete (PCC-M40 ) pavement over existing surface with OPC 43 grade cement at 400 kg per cum and as per IRC:SP -76, course and fine aggregates confirming to IS 383, maximum size of aggregate not exceeding 25 mm, max water cement ratio is 0.4, mixed in a batching and mixing plant as per approved design, transported to site, laid with a fixed/ slip form paver, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finished to lines etc. and grades as per drawing.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.

Providing and laying hot applied thermoplastic compound 2.5 mm thick i/c reflectrorising glass beads @ 250.00 gm per Sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 including cost of all material , labour and T&P etc as per Table No.800-3 of clause MORTH Specifications

Reflective Raised Pavement Markers (Road Studs / Cat Eyc) Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 352 5 to base and area of each retro- reflecting surface shall not be less than 13.0 sqom road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm RPM (with shank) as per ASTM