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| 1 | Dismantling brick work and stone work in lime or cement mortar I/C all respect. |
| 2 | Dismantling of old cement concrete including stacking of dismantled materials as directed by engineer in charge within a distance of 60m and i/c all respect. |
| 3 | Earth work in filling including completed work all respect A.R |
| 4 | Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween 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 of 30 m from the foundation trenches. |
| 5 | Concrete with 4 cm gauge brick ballast, fine sand & cement in the proportion of (12:6:1) i/c work all the respect sI no 275 |
| 6 | C.C work (1:2:4) one cement and 2 coarse sand and 2 cm gauge stone ballast i/c work all respect. 275a |
| 7 | M-150 Brick work in one cement and four coarse sand of 2.20 F.M motrar i/c work all respect si no 307 |
| 8 | 12 mm thick cement plaster with on cement and 4 coare sand mortar i/c work all respect . Si. No 584 new item |
| 9 | M.S. ( tor steel or plain ) in plain work such as RCC or R.B.work including bending for proper shape and including work all respect si no 504 |
| 10 | R.C.C work with cement approved coarse sand & 2 guage approved stone grit in propoetions of (1:2:4) in slab (C:CS:SG)SI NO= 284 |
| 11 | supply and laying of grangular sub-base by provided well graded material for grading I.C sprading in unoforme layers with moter grader on prepare surface, mixing by mix in place method with rotawator at omc and compqtig with smoot while roller to achivev the desire the dencity complete as per technical specificstion close 401 |
| 12 | Concrete with 4 cm gauge stone ballast, coarsesand & cement in the proportion of (8:4:1) i/c work all the respect sI no 281 |
| 13 | Constructon of un-reinforced, dowel jointed at expansion and costruction joint only, plain cement concrete pavament, thickness as per design, over a prepared sub base with 43 grabe cement or any other type as per clause 1501.2.2 (1:1.1/2:3) coarse and fine aggregates confiriming to IS 383 i/c wok all respect |
| 14 | 2.50 cm thick damp proof course with one part cement 1.5 part approved coarse sand and 3 parts approved 10 mm grabed stone grit i/c work all respect. Si no 361 |
| 15 | S/f of Grainte stone Board of size 60 cm x 75 cm including consit of B/W plateform etc. i/c work all respect. |
| 16 | Deduction cost of bricks bats/tiles bats/malwa etc.i/c work all respect. |
| 17 | GST Please Enable Macros to View BoQ information |
