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| 1 | Diamantling cement concrete or brick or granolithie floors including base concrete and including stacking of dismantled materials as directed by the Engineer in charge within a stance of 60 metre (200 feet) SOR NO-697 |
| 2 | Disposal of wests malba from site upto 5.0km i/c all complete of work ANALYSIS RATE |
| 3 | (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 ) SOR NO.251 |
| 4 | 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 |
| 5 | 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 |
| 6 | Cement Concrete with 4cm gaug eapproved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour,Tools & plantsetc.required for proper completion of the work.As in item279abovebut inproportions of stone Ballast, Coarse sand and cement.FOR CHAMBER |
| 7 | Cement Concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 1:1.5:3 including supply of all materials, labour, Tools&plants etc.required for proper completion of the work. As in item 283 above but in proportions of stone Ballast, Coarse sand and cement. SOR CHP 20, NEW ITEM NO. 09. |
| 8 | Supply of ISI marked following sizes of NP-3 300mm dis RCC spigotted and socketed non pressure pipes (dia inmm) as per IS 498 including confirming . |
| 9 | Laying and Jointing ISI marked following sizes of 300mm dia RCC pipe NP-3 or NP-4 pipe socket/ spigot including rubber ring and lowering the same into the trenches true to alignment and gradient upto depth as specified bek w G.L as per is 783. is 12288 |
| 10 | M-150 class Brick in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar.SOR NO.-305 |
| 11 | 12MM Thick 1:4 cement finesand & mortar SI NO. 584 |
| 12 | 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 |
| 13 | (a) Local Sand CH-01, ITEN NO.-39 FOR SIDE FILLING |
| 14 | SUPPLY AND FIXING OF HEAVY DUTTY MANHOLE NEWLY LAID SEWAR LINE |
| 15 | Making house connection including all requierd matrerial T&P etc with reinstantment fo all road for dismentling for sewar house connection |
| 16 | Provision for repair of water supply house connections damaged during laying of sewers including bailing out of water and supply of all materials, labour, T&P etc. complete. |
| 17 | Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two DAYS SOR NO. -3,CH NO-20,NEW ITEM-1 |
| 18 | Making temporary bunds for diviersion of drain and for making suitable working space and dismentalling of the same after completion of works with palacement of earthen / sandy bages at every suitable spacing |
| 19 | (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 surfacetorequiredlevelsand slopesandalsoncluding1.50 M. lift and30M. lead. Theearthfro mcutting to beuse dinmaking embankmentor to be depositedasspoilbankswith in30M.distanceasdirected by theEngineer incharge. (Royality 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 |
| 20 | Bailing out of water from drain & other spot of trenches with engeaging the diesal pump sets with required suction and delivery pipe with proper maintenance staff and mechanic for complete work |
| 21 | Inter Connection of new sewer with old Main hole and repair of main hole after inter connection |
| 22 | Shifting of public utility like drain pipe, electicity wire etc dismentling and reinstallation of nala and nali for crossing sewer line. As per direction by enggineer-in-charge. |
| 23 | Cleaning of site after completion of work. Including transportation charge with diesel and driver and all reqd. labour T&P etc. As per direction by enggineer-in-charge. |
| 24 | Add 18% GST Please Enable Macros to View BoQ information |
