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| 1 | Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge |
| 2 | Providing and laying Plain cement concrete 1:5:10 (one cement isto Five sand isto ten graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. |
| 3 | Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and techanical specification clauses 802,803,1202 and 1203. P.C.C. 1:4:8 40 mm (One cement isto four fine sand isto eight graded stone aggregate forty milimeter) nominal size including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. |
| 4 | Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge. |
| 5 | Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge. |
| 6 | Providing and Laying of boulder apron laid in wire crate with 4 mm dia G.I. wire confirming to IS 280 and IS 4826 in 100 mm x100 mm mesh(wovendiogonally) i.e. 10% extra for laps and joint with stone boulder weighing not less than 25 kg each as per drawingv and technical specifications clause 1301 complete. complete including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.. |
| 7 | Providing and fixing G.I. Chain Link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. |
| 8 | Providing and Laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finishing and reinforcement, All work above plinth level with 1:1.5:3 (1 cement: 1.5 coarse sand) 3 graded stone aggregate 20 mm nominal size)..including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (a) Mild Steel and Medium Tensile Steel Bars including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for all heights complete including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.. |
| 11 | Columns, Pillars,piers,Abutments,Posts and struts etc. |
| 12 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, framed, guards, bars ladders and railing, brackets and similar works :- .including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. |
| 13 | Constructing brick masonry chamber for underground 600x600x750 mm (Six hundred into six hundred into seven hundred fifty milimeter) C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with RCC. top slab cover with frame (light duty) 455mm x 610mm internal dimensions, , R.C.C. top slab with 1:2:4 mix (one cement isto two Fine sand isto four graded stone aggregate 20 mm nominal size), including necessary execavation,foundation concrete 1:5:10 (one cement isto five fine sand isto ten graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (one cement isto three coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: - Inside dimensions 455mm x 610mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.50 including carriage of material upto all leads and lifts as per the direction of Engieer in Charge. |
| 14 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes of working pressure not less than 4.500 kg/sqm conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion:- PVC bend 87.5° 110 mm bend including carriage of material upto all leads and lifts as per the direction of Engieer in Charge. |
