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| 1 | Earth work in excavation for foundation of structures as per drawing and technical specification including setting out, removing, spreading or stacking the spoils within a lead of 150m. as directed and including trimming sides oftrenches, levelling, dressingandramming the bottom and complete as per direction.In all sorts of soil. Depth upto 3m. Without pumping out water including shoring. |
| 2 | Providing and laying Design Mix concrete plain / reinforced concrete work in any part of bridges (excluding bottom plugging) with course aggregates of appropriate nominal size and garding, fine aggregates (sand) confarming to proper garding zone, both of approved quality and cement as necessary, including labour cost and carriage of all materials and including preparation of design mix, approval of the same by EIC, cost for quality control, sampling, testing etc. all complete nut excluding cost of labour and materials for formwork and reinforcement works.M-15 Grade (Using cocrete mixer) |
| 3 | Providing and laying Design Mix concrete plain / reinforced concrete work in any part of bridges (excluding bottom plugging) with course aggregates of appropriate nominal size and garding, fine aggregates (sand) confarming to proper garding zone, both of approved quality and cement as necessary, including labour cost and carriage of all materials and including preparation of design mix, approval of the same by EIC, cost for quality control, sampling, testing etc. all complete nut excluding cost of labour and materials for formwork and reinforcement works.M-20 Grade (Using cocrete mixer) |
| 4 | Hire and labour charges for Shuttering with or without staging upto 4.0m height using approved stout props with wooden planks/ ply wood/ steel sheet plate with required bracing for any kind of plain or reinforced concrete works of minor structure including culvert, box culvert, cross-drain etc. The rate is incusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required |
| 5 | Where staging isrequired |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisitelength bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. |
| 7 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).(ii) With 1:4 cement mortar(b) 15 mm thick plaster |
| 8 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 9 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. b) Two Coats |
| 10 | Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 11 | Earth workin excavation from borrow pits (land owned/ arranged by the Department) and depositing in layers of 250mm. including breaking clods in embankment works and to fill up back of abutments, deprassions and ruts with an initial lesd of 50m. and initial lift upto 1.5 m. making bundhs at top as directed dressing complete. ( Borrow pit measurement) In ordinary soil.Within a lead upto 1km. |
| 12 | Earth workin excavation from borrow pits (land owned/ arranged by the Department) and depositing in layers of 250mm. including breaking clods in embankment works and to fill up back of abutments, deprassions and ruts with an initial lesd of 50m. and initial lift upto 1.5 m. making bundhs at top as directed dressing complete. ( Borrow pit measurement) In ordinary soil.Within a lead upto 1km. |
| 13 | Add GST |
| 14 | Add L.Cess |
