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| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 2 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate) |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 4 | Trenching and Back Filling. Santioned rate. |
| 5 | Supplying and fixing of 32 mm dia X 2.00 metres long G.l. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. |
| 6 | Supplying and fixing of light class G.l. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required. |
| 7 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA SI NO 1451/2018 |
| 8 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S clamps etc. of suitable size or as directed by the Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. PWD 501 (i) 6.00 Sqmm 4 Core. |
| 9 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S clamps etc. of suitable size or as directed by the Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. PWD 501 (ii) 25.00 Sqmm 3.5 Core |
| 10 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S clamps etc. of suitable size or as directed by the Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. PWD 501 |
| 11 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect 40 A TPN PWD 807 |
| 12 | Supplying and laying 25 mm X 3 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) SOR 711 |
| 13 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 14 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 15 | providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means |
| 16 | tack coat on bituminous surfaces - providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom . |
| 17 | providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 18 | providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mixed and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 19 | \\"Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/Transverse bar) Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 15 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. \\" |
| 20 | 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 paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density . |
| 21 | Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile 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 contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. 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. epoxy 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 out 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 complete as per direction of the Engineer-in-Charge. |
| 22 | Construction of granular sub-base by providing well graded matarial, spreading in uniformlayers with motor grader on prepared surface ,mixing by mix in place method with rotamator at OMC and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401 Please Enable Macros to View BoQ information |
