|
| 1 | Earth work cutting/Filling of embankment lead 30 m and up to 1.5 m lift with all complete work (S.I.No.253) |
| 2 | Earth work Excavation in ordinary soil upto 1.5km etc all complete work |
| 3 | P.C.C. 1:6:12 cement sand and 40mm brick ballast and all complete the work.(S.I.No. 273) |
| 4 | Construction of Granular Sub base (G.S.B) by providing closed graded material mixing by mix in place method including water and compacting with vibratory rollers as per MORT& H specification401 |
| 5 | P.C.C. 1:4:8 cement sand and 40mm STONE ballast and all complete the work. |
| 6 | Brick masory work in cement mortar 1:4 (1 cement: 4 fine sand 1.25 fm) in foundation complete with cement conctrete bricks proucured form c&D west Recycling plant basawar excluding pointing and plastering as per drawing and technical specifications. |
| 7 | Flush pointing with cement morter consisting of 1 part cement and 2 part fine sand of 1.25 FM including supply of all material , labour and T&P etc required for proper completion of the work. (S I No. 575) |
| 8 | Struck pointing (1:2) cement sand morter including all complete the work. (S.I.NO.574). |
| 9 | Cement concrete with cement , sand & 20mm gauge stone grit with the proportion of (1:2:4) including all complete the work. (S.I. No. 279 a) |
| 10 | Cement concrete with cement , sand & 20mm gauge stone grit with the proportion of (1:1.5:3) including all complete the work. |
| 11 | R.C.C. work (1:1.5:3) with cement course sand & 20 mm th. Stone grit including all complete the work (S.I. No.- 284) |
| 12 | M.S. iron work including cutting, bending and proper laying all complete the work (S.I. No.- 504) |
| 13 | P/L of 7.50cm compacted layer of WBM Grade-2 with (45-63) mm ballast and stone screening type -B (dala gritt 11.20mm) including water charge and consolidation all complete of work |
| 14 | P/L of 7.50cm compacted layer of WBM Grade-3 with (22.40-53) mm ballast and stone screening type -B (dala gritt 11.20mm) including water charge and consolidation all complete of work |
| 15 | P/Applying primer coat with emulsion at the rate of 0.60kg/sqm as per Mort&H Specification No- 502 |
| 16 | Providing&Applying of tack coat at the rate of 0.25kg/sqm includig material laboured all complition of work |
| 17 | Providing & Laying D.G.B.M.-50mm thick with 100-120TPH hot mix plant producing an average out put 75 tones per hour using crushed of aggregates of specified grading and premixed with bitumen VG-30 grade bluk @3.40% of weight of mix and including all completion of work as per MORT 7 Hspecification-504 |
| 18 | Providing & Laying B.C-30 mm thick with 100-120TPH hot mix plant producing an average out put 75 tones per hour using crushed of aggregates of specified grading and premixed with bitumenC.R.M.B bluk55grade @5.00% of weight of mix and including all completion of work as per MORT & Hspecification-508 |
| 19 | Road Marking with HOT Applied thermoplastic compound with reflectiorinsing glass beeds on bituminious surface, providing and laying of hot applied themoplastic compound 2.5mm thick including Reflectorising glass beeds @ 2.50gms per sqm area, thickness of 2.5mm in exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free streaksand holes Road Marking by Tharmoplastic paints |
| 20 | Brick edging on both sides of the road of brick class m-150,8cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to require template and in proper alignment and also including dressing &ramming the excavated earth as directed by the engineer incharge of the work including material labour & T&P etc for proper completion of work |
| 21 | Supply and fixing hue pipe of 600 mm dia np-3 |
| 22 | Cartage of earth upto 5 km. distance from site with all complete work. Please Enable Macros to View BoQ information |
