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| 1 | Site Clearance with clearing jungle including uprooting of vegetation grass, bush wood trees as chapter 4 S.I. No.259 |
| 2 | Boring of pile hole 200 mm diameter ,3.50 m deep single under reamed of 50 cm diameter I/c all as directed by engineer in charge. (chapter no. 4 new item 1) |
| 3 | R.C.C. work in 1:1½ :3 cement, coarse sand and 20mm gauge stone grit including all complete for Pile & Plinth beam etc. (chapter 5 no. as S.I. No. 283 (1) |
| 4 | Class-150 brick work in 1:4 cement & fine sand mortar in foundation and plinth I/c all complete as chapter 6 as S.I. No. 305 |
| 5 | R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete but for T beam roof and column etc. (chapter no. 5 as S.I. No. 288 (1)) |
| 6 | R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete for but for Lighter beam etc. (chapter 5 as S.I. No. 285(1)) |
| 7 | Class-150 brick work in 1:6 cement & fine sand mortar in Super structure for wall of one brick thick I/c all complete etc. (chapter 6 as S.I. No. 303+309+310) |
| 8 | R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete for but for slab as chapter 5 as S.I. No. 284(1) |
| 9 | M.S. or iron work (Tor or plain bar) in plain work such as R.C.C. /R.B. work I/c all complete as directed by engineer in charge as chapter 10 as SI No. 504 |
| 10 | 15 mm cement concrete topping 1:2 ( 1 cement, 2 stone aggregate of size 4.75 mm and below by volume) laid over and finished monolithic with structure slab.chapter 14 as SI no 14.66 |
| 11 | Plaster 12mm thick with cement, fine sand mortar in proportion of 1:6 in fair side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.58 (iii)) |
| 12 | Plaster 15 mm thick with cement, fine sand mortar in proportion of 1:6 in rough side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.59 (iii)) |
| 13 | E/W in embankment in B.C. soil lead up to 30m And lift up to 1.5m including all complete. but earth carted from 1 km distance |
| 14 | Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255 |
| 15 | Cement Concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c supply of all material, Labour and T&P etc. required for proper completion of the work. as chapter 5 SI No. 281 |
| 16 | Laying of 80 mm thick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete. |
| 17 | Finishing of wall with water proof cement paint of approved make and quality on new work with two coat for each coat of water proof cement paint after the first coat to give an even shade I/c all complete as directed by engineer in charge chapter 15 SI No. 660+661 |
| 18 | Supply and fixing of Add Sign board / Sila Patt & photography etc. (For Estimate Purpuse) |
| 19 | Earth work in filling in sub grade ,earth transported from 1.00 km distance & mechanically compacting with road roller or iron hammer I/c hire and fuel charges of roller and I/c all materials, labour , T&P , all taxes etc all complete as per directed by Engineer in charge. |
| 20 | Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255 |
| 21 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification Clause 401. |
| 22 | Laying of 80 mm thick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete. |
| 23 | Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge. |
| 24 | Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255 |
| 25 | Cement Concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c supply of all material, Labour and T&P etc. required for proper completion of the work. as chapter 5 SI No. 281 |
| 26 | Class-150 brick work in 1:4 cement & fine sand mortar in foundation and plinth I/c all complete as chapter 6 as S.I. No. 305 |
| 27 | C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit including all complete work etc as chapter 5 as S.I. No. new item (a) Please Enable Macros to View BoQ information |
