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| 1 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 4 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technicalspecification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. |
| 5 | Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 |
| 6 | R.C.C. Work with cement, approved coarse sand & 2 cm (3/4\\") guage approved stone ballast in proportions of 1:1.5:3 in Ligther beam excluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work Excluding cost of binding wire. si no. 285 |
| 7 | R.C.C. Work with cement, approved coarse sand & 2 cm (3/4\\") guage approved stone ballast in proportions of 1:1.5:3 in haviear beam excluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work Excluding cost of binding wire. si no. 286 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 9 | Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 |
| 10 | Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. |
| 11 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 12 | Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesal or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-109. |
| 13 | M.S. or iron of heavy sizes such as trusses, built up gates, record racks, roof work, gates etc. includingriviting of welding where necessary . required for proper completion of the work. Si no 503 |
| 14 | supply & fixing r.c.c bench all complete market rate |
| 15 | E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. Layers including ramming and dressing the surface to required levels and slop and also including 1.5 m. lift and up to 15 km .SI NO. 253A+261B+231B |
| 16 | Construction of granular sub base (GSB) by providing coarse grade material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMGSB/RBM spreaing in uniform layor mortar grader on prepared surface mix in place method with rotavaror at OMC at compacting with vibratory roller to achive the desired complete surface. |
| 17 | Supplying & Laying of 80 mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(ISI MARK INTERLOKING TILES) |
| 18 | Supplying & Laying of 80 mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(COLOUR ISI MARK INTERLOKING TILES) |
| 19 | Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 2.35 |
| 20 | Cement Concrete with 2 cm guage approved stone ballast, Coarse sand & cement in the materials, labour Tools & plants etc. required for proper completion of the work.si no.279 |
| 21 | Supply of fixxing board |
| 22 | GST Please Enable Macros to View BoQ information |
