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| 1 | 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. (Clause 401) |
| 2 | Providing, Laying, Spreading and Compacting Graded Stone Aggregateto 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 paver in sub-base/ base course on well preapared surface and compacting with Vibratory Roller to achieve desired density and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 406) |
| 3 | Provinding and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm. Using mechanical means (Clause - 502) |
| 4 | Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the granular surface treated with prime coat surface cleaned .(Clause - 503) |
| 5 | 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 clause 501.5,501.6 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) |
| 6 | 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. (Clause - 503) |
| 7 | Providing and laying 40 MM thickBituminous 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 @ 5.2percent 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 Specification Clause no -507, including supply of all material, labour, T&P etc. as required for proper completion of the work. |
| 8 | 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. including all material, Labour T&P etc as for proper completion of the work. |
| 9 | 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 351 5° to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm 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 x10mmRPM (without shank) as per ASTM RPM (with shank) as per ASTM |
| 10 | Earth work in excavation in cutting or in embankment inordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth from out side of Industrial Area. (Carted of Earth from out side of Industrial Area) |
| 11 | Earth work inexcavation by mechenical means (Hydraulic excavator)/ manual mean in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting outcomplete. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:4:8(1 cement :4 coarse sand (zone -III) :8 graded stone aggregate 40 mm (nominal size) |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:2:4(1 cement :2 coarse sand (zone -III) :4 graded stone aggregate 20 mm (nominal size) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:1½ :3 (1 Cement : ½coarse sand(zone-III): 3 graded stone aggreged 20 mm nominal size) in foundation and floor including curing etc complete. |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having sloppe up to 15* landings, balconies, sheives, chajjas, lintels, bands, plain window sills, staircases and spiral cases above plint level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) :3 graded |
| 16 | Brick work with common burnt claymodular bricks of class designation -150 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 17 | Centering and shuttering including structure , propping etc. and removal of Suspended floors, roofs, landings, balconies and access platfrom |
| 18 | Steel reinforcement for R.C.C. work including strainghtering, cutting, bending, placing in position and binding all complete upto plinth level . Thermo-MechanicallyTreated bars of grade Fe-5000 or more. |
| 19 | Cement concrete flooring1 : 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. 40 mm thick with 20 mm nominal size stone aggregate. |
| 20 | Pointing on tile brick work with cement mortar 1 : 3 (1 cement 3 fine sand) :Flush/Ruled/Struck or weathered pointing. |
| 21 | Finishing walls with water proofing cement paint of approved make such as Super snowcerm, Durocem, Robiance, Guttucem, Supercem quality and of required shade on under coated wall surface (Two coat) over and including one coat white cement primer to give and even shade after thoroughly after brushing the surface. |
| 22 | 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 vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick pacted 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 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern |
