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| 1 | Clearing and grubbing road land including uprooting wild vegetation , grass,bushes,shrubs,saplings and trees of girth,up to 300mm,removalof stumps of such trees cut earlier and disposal of unserviceble materials i/c all as per Technical Specification clause 201 |
| 2 | E/W in excavation in foundation hardmix soil mixed with single i/c 1.5mtr lift and lead upto 30mtr and i/c filling watring and ramming of excavated earth into the space between the buildingand the side of foundation trenches or into plinth and removeland disposel of surplus earth as directed by the engineer incharge upto a distance of 30mtr from the foundation trenches asper SI no.252 |
| 3 | Excavation in ordinary rockby manual means if blasting is not resorted to including all laboursT& P etc required for proper comletion of work as per Most specicifationclause 3 04c ii |
| 4 | Cement concreat in foundation and base with 1:4;8n cement, C-sand and 40mm gauge stone ballast i/c supply of the material labour T&P etc. as per SI no. 281. |
| 5 | M-150 B/W with 1:4 cement and F-sand morter in foundation and plinthi/c supply of all material labour and T&P etc. 230mm thick wall asper SI no. 305 |
| 6 | \"G.S.B. Grading 1construction of granular sub base -75-100mm compacted thickness as per design in one/ two layers on approximate width by providing well graded materials of grading1 of approved quarry laying, spreading in uniform layers over prepared surface mixing by mix in place method at required OMC and compacting with smooth wheel roller 80-100KN at minimum field compaction100% including all materials, labours, machinery, complete as per MORD technical specification clause 401\" |
| 7 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 8 | 12mm thick plaster with 1:4 cement& C-sand morter consisting 1:4 minimum thickness not be less than 10mm i/c supply of all material labour and T&P etc. required for proper comletion of work asper SI no.584. |
| 9 | E/W in cutting or filling in hard mixed soil with single i/c cortage of 1km distance loading unloading ramming and dressing complete work asper SI no.253 |
| 10 | R.C.C.work with cement, c-sand and 20mm dalla grit in proportion of 1:2:4 in slab excluding supply of reinforcement and its binding but i/c it fixing and binding the same with 24 B.W.G.I. binding wire and i/c necesseary centering and shuttering etc. and also i/c all material in slab asper SI no.283 |
| 11 | M/S or iron work in plain work such as in reinforced concrete i/c beinding for proper completion of work Sino.504 |
| 12 | Providing and Laying of Rubber Moulded ReflectiveZig Zag80mm thicktiles of precast compressed c c passing minimum 30 Mpa compressive sirengthISI Marked concrete block pavements as per technical specification clause 1504 |
| 13 | Cement concreatwith 1:2:4 in cement, C-sand and 20mm gauge dala grit i/c supply of the material labour T&P etc. as per SI no 279a. . |
| 14 | Providing & laying HP 600mm dia NP-3 with coller etc. complete. |
| 15 | Providing & laying HP 350mm dia NP-3 with coller etc. complete. |
| 16 | RC R Stone masonary work in 1:4 cement andc sand in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per SIN S |
| 17 | Struck pointing with cement mortar cosisting 1 partcement and 2 part of fine sand incl material labour and T&P for proper completion of the work. SI No 574 |
| 18 | S/F of signboard and photography |
| 19 | ( Rates in BOQ are exclusive of G.S.T. Amount ) |
