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| 1 | Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 2 | Providing and laying 75 MM Dense Graded Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 4.50% of the mx, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause501.5, 501.6 and 501.7 to achieve desired compaction, including supply of all material, labour, T&P etc. as required for proper completion of the work. (Clause 505) |
| 3 | Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 4 | Providing and laying 40 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.2 to 5.6 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -507, including supply of all material, labour, T&P etc. as required for proper completion of the work. |
| 5 | Providing and Laying hot applied thermoplastic compound 2.50 mm thick including reflactorising glass beads @ 250 gms per SqM area thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC : 35. The finish surface is to be lavel, uniform and free from streacks and holes as per MORTH Specification no ;- 803. |
| 6 | The solar cat eye shall be produced form an engineered polymer selected for superior impact resistance and whether ability. The top of the marker should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral while as approved by engineer in-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy. LEDs for illumination and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These markers are intended for application directly into payment surfaces and shall be applied epoxy resin adhesives designed for use with raised payment markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height 65 + 2 mm & Maximum Diameter 136 + 4 mm. the solar stud/cateye shall be tested for water ingress as per IP 65 standers & IP 68 standard and compressive strength of 13635 kg. tested in accordance with ASTM D4280 and test report shall be submitted at the time of biding of tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-charge. |
| 7 | Earth work in excavation by mechanical means (Hyraulic excavator)/manual meansin foundation trenches or drains (not exceeding 1.5m in width, or 10 sqm on plan)] including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m. |
| 8 | Providing and laying in position cement concrete of specified grade excuding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1 :1½: 3 ( 1 cement : 1 ½ Coarse sand (Zone -III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and medium tendsile steel bars |
| 11 | Centering and shuttering including strutting, proping etc. and removal of form for Foundations, footing, bases of columns etc. for mass concrete |
| 12 | Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vabratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work. |
| 13 | 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 Please Enable Macros to View BoQ information |
