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| 1 | a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) SI NO.251 |
| 2 | 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. SI NO.273 |
| 3 | M-150 class Brick IN n 1:6(One cement & six fine sand of 1.25 F.M.)mortar. SI NO. 303 |
| 4 | 2.5MM THICK DPC M1.3 RATIO IN ALL COMPLETE |
| 5 | M-150 class Brick IN n 1:4(One cement & six fine sand of 1.25 F.M.)mortar. SI NO. 305 |
| 6 | 12MM Thickb 1:4 cement finesand & mortar SI NO.584 |
| 7 | Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work SI NO. 279A |
| 8 | M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. M.S. Grills /Stair case railing /gates / trusher / racks etc. SI NO. 502 A |
| 9 | Supplyand fixingGalvanizedcorrugated iron roofing24B.W.G. in position includingsupplyof allmaterials, labour, Tools&plantsetc. required for proper completion of the work and including wastage. SOR NO.-536 |
| 10 | (a) Earthwork in cutting or in embankment in ordinary soil excavation to be in the formofregularpitsnot exceeding0.50M. in depthandearthwork in embankment tobein20cm. layers including remming anddressingthesurfacetorequiredlevelsandslopesandalsoincluding1.50M. lift and30M.lead.Theearthfromcuttingtobeusedinmakingembankmentortobedepositedasspoilbankswithin30M.distanceasdirectedbytheEngineer incharge. (Royality removedbyGovt. ) for small works/ Abadi area. (wheremachine can not move ) (b) As in item no.253(a)above but with machnicalmeans for road work SOR SI NO. 253 ANALYSIS RATE |
| 11 | Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked.641+642 |
| 12 | Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats SI NO.662 |
| 13 | Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.t for each coat of waterproof cement paint after the first two coat to givean even shade SI NO.660+661 |
| 14 | SULLY AND FIXING OF GAJIBO IN ALL COMPLETE WITH 2 MS IRON BENCHES IN ALL COMPLETE WORK |
| 15 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand)11.20.3 Dark shade pigment using ordinary cement DSR NO. 11.20.3 |
| 16 | Add 18% GST |
