Construction of a PQC road in Ward No. 59, extending from the Mangal Pandey Nagar culvert passing near Rajrajeshwari Mandap along the right-side embankment of Abu Nala up to Garh Road.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 5 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H Specification No.305) including cost of earth etc.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete .As per Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density..As per Reference to MORT&H Specification 406 SN. 4.14 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

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, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

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. ("The quoted rates are inclusive of the cost of detailed design, structural drawings, and proof checking by a reputed/recognized institution.")

Providing and laying of interlocking tiles concrete block pavement having thickness 80 mm with 3 cm compacted fine sand bed as per drawings and technical specification as per direction of Engineer in charge

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

Construction of table Top

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