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| 1 | Cleaning of jungle, rank vegitation, leftover roots etc with all complete work(SOR 259) |
| 2 | Earth work cutting/Filling of embankment lead 30 m and up to 1.5 m lift with all complete work (S.I.No.253) |
| 3 | P.C.C. 1:6:12:cement sand and 40mm gauge brick ballast with fine sand and all complete the work. (S.I.NO. 273) |
| 4 | P.C.C. 1:4:8:cement sand and 40mm gauge brick ballast with fine sand and all complete the work. (S.I.NO. 273) |
| 5 | Cement concrete with cement , sand & 20mm gauge stone grit with the proportion of (1:1.5:3) including all complete the work. (S.I. No. 279 a) |
| 6 | Brick masory work in cement mortar 1:4 (1 cement : 4 coarse sand) 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 | Struck pointing (1:2) cement sand morter including all complete the work. (S.I.NO.574). |
| 8 | flush pointing (1:2) cement sand morter including all complete the work. (S.I.NO575.). |
| 9 | 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) |
| 10 | M.S. iron work including cutting, bending and praper laying all complete the work (S.I. No.- 504) |
| 11 | Earth work Excavation in ordinary soil up to 1.5m lift & 30m leadwith all complete work. (S.I.No.-251) |
| 12 | 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 |
| 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 | 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 |
| 20 | 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. |
| 21 | Supply / Laying of hume 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 |
