|
| 1 | Labour for cleaning the work site before and after work etc. |
| 2 | Providing labour for site cleaning -----do-----do-----E/I |
| 3 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specification and direction of E/I. |
| 4 | Providing,supplying & spreding of stone dust in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of materials, labour,royality and taxes all complete as per specification and direction of E/I ( Mode of measurment compacted volume.) |
| 5 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 Cement : 2 coarse sand zone(III): 4 graded stone aggregate 20mm nominal size) |
| 8 | Centering and shuttering including strutting , etc and removel of form for foundation, footings bases of column etc for mass concrete. |
| 9 | By Mix in Place Method 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 clause 401. |
| 10 | Wet Mix Macadam (Plant Mix Method) 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. |
| 11 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 12 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 13 | Tack Coat on Cement concrete pavementProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 14 | Bituminous Macadam Grading-I with VG-30 Grade Packed BitumenProviding and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. |
| 15 | Bituminous concrete Grading- I with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. |
| 16 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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.) |
| 17 | Providing and Laying 80mm thick factory made cement concret interlocking paver block of M-40 garade made by block marking machine with strong vibratory compaction of approved size design and shape -----do-----do----E/I |
| 18 | Sand (Lead Upto 49 km) |
| 19 | Stone Dust (Lead 22 KM) |
| 20 | Stone Boulder (Lead 36 KM) |
| 21 | Stone Chips (Lead 22KM) |
| 22 | Earth (lead 01 KM) |
| 23 | Good & Service Tax (GST) |
| 24 | Labour Cess Please Enable Macros to View BoQ information |
