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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). SI NO. 692 |
| 2 | deduction of brick bats |
| 3 | deduction of old brick |
| 4 | Disposal of wests malba from site upto 5.0km i/c all complete of work ANALYSIS RATE |
| 5 | (a) Earthwork in cutting or in embankment in ordinary soil excavation to be in the formof regularpitsnot exceeding0.50M. In depthand earthwork in embankment tobein20cm. layers Including remming anddressing the surface torequiredlevelsandslopesandalsoincluding1.50 M. lift and30M. lead.Theearthfromcuttingtobeusedinmakingembankmentortobedeposited asspoilbankswithin30M.distanceasdirected by theEngineer Incharge. (Royalty removedby Govt. ) for small works/ Abadi area. (where machine can not move ) (b) As in item no.253(a)above but with machnical means for road work SOR SI NO. 253 ANALYSIS RATE |
| 6 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR SI NO. 273 |
| 7 | M-150 class Brick in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar.SI 305 |
| 8 | 12MM Thickb 1:4 cement finesand & mortar SI NO. 584 |
| 9 | Cement Concrete with 4cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour,Tools & plantsetc. required for proper completion of the work (a)Same as above item no.279 but with 2cm. gauge stone grit instead of 4 cm. gauge. SOR SI NO.279A |
| 10 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. PWD AR. |
| 11 | Cement concrete with2cmgauge approved stone grit, coarse sand& cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture / Plantofnot less then 0.2cum capacity & appropriate weight batcher using approvedmix design, laid inapproved fixed formwork (steel) channel) layingand fixingof 125micron thick polythene film, wedges, steel plates including leveling the formwork spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including has sioncloth for curringof concrete pavements for not less then 14days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plantsetc. |
| 12 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B) SI NO. CH-20 NI- 14 |
| 13 | R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 in lintels of door & windows excluding supply of reinforcement and its bending,but Including its fixing and binding the same with 24 B.W.G.I. binding wire and including necessary centering and shuttering etc.slabs in 1:1.5:3. SI NO 284A |
| 14 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.SI NO. 504/AR |
| 15 | M.S. or iron work ( Chamber ) |
| 16 | SUPLLY AND FIXING OF INFORMATION BOARD AS PER DESIGN IN ALL COMPLETE |
| 17 | supply & fixing of inograition 1*1 stone with all complet.. |
| 18 | Add 18%GST Please Enable Macros to View BoQ information |
