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| 1 | Scraping old painted surface deposal of all scrapped material as spoil banks within 30m (100') distance as directed by the E/I. |
| 2 | Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20\\") in depth and earth work in enbankment to be in 20cm (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 i/c Cartage Distance-3 Km |
| 3 | Disposal of westage material from site up to 8km |
| 4 | Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251 |
| 5 | Cement concrente with cement, approved coarse sand and 40 mm brick ballast, in propotion 1:6:12including supply of all material, labour, T&P etc required for proper completion of work as per SI NO .273 |
| 6 | Class -150 Sub class' A' brick work in 1:4 with cement and approved fine sand of 1.25 F.M. mortor in foundation and upto plinth including supply of all materials, labour and T&P etc compelte as per SI NO .305 |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Grading-1 Material) |
| 8 | Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405. By Manual Means |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects |
| 11 | Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504. |
| 12 | Providing and Laying of Rubber moulded (Red colour ) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504. |
| 13 | Cement concrete with 20 mm. Gauage approved stone ballast, approve coarse sand and cement in the porportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I. No-279 (b) |
| 14 | 12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584 |
| 15 | Construction of pre cast KC Drain with pre cast CC block size 325x300x125mm laid in flat position (size 325x400x120mm) curve stone (325mm in length )and i/c the cast of base conc 7.5cm thick in 1:6:12 cement sand and 40mm b/ballast i/c all etc complete. |
| 16 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms.per sqm.area same as per MORT&H spece- 8.13.803. |
| 17 | Reflective raised Pavement Markes (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road stud shall be moulded from ASA (Acrylic styrene Acrylonitrite) of HIPS (High-Impact Polystyrene) or ABS .the marker shall support a load of 13625 kg tested in accordance with ASTM D4280. the reflective panels shall consist reflection of the light entering the lens face.the markers height shall not be less than 10mm and shall not exceed 20mm & width shall not exceed 130mm the base of the marker shall be flat within 1.3mm al road studs shall be legobly marked with name .the contractor shall submit a two year warranty of satisfactory field performance including stipulated retro reflectance of the reflecting pane to stipulated standards, the contractor would be required to replace all such markers withing 15 day of the intimation from the Engineer, at his own cost. the rate shall include all materials labour, T&P, tranportation installation and incidentals all complete ae per direction of the Engineer-in-Charge. |
| 18 | Finising walls( two coat) with plastic Emulsion paint of frist quality approved brand and manufacture on undecorated wall surface to give and even shade including throughly brushing the surface free frome morter dropping and other forgen matter and sand prepered smooth . I/C supply of all material labour T&P etc. required for proper complition to the work .(for kc drain wall) S.I. No-N.B.O.18.57 ch.15 |
| 19 | Supply and fixing of FSRC precost Rcc Medium duty man hole cover with fram of size(600x600x75mm) rate aproved by SE RED VNS |
| 20 | Supply and fixing of FSRC precost Rcc Medium duty man hole cover with fram of size(300x300x50mm) rate aproved by SE RED VNS |
| 21 | Supply and fixing of PVC pipe 110 mm dia ISI mark for drainage SI no.23(31) SOR 2020 p.no. 10 Rate=225x1.1=247.50 |
| 22 | Supply and informatory M.S. sign Board size 1.2x0.90meter made of 18mm gauge M.S sheet fic ISA 40x40x6mm from support in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr Diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also L/c fixing in trech both side C.C 1:2:4 size 0.45x0.45x0.50m Required for proper complation of work reference specification S.I No. 502 Please Enable Macros to View BoQ information |
