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| 1 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, uding setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . |
| 2 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 3 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading 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 the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials forform work & reinforcement works. M-15 Grade Conc |
| 4 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading 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 the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials forform work & reinforcement works. M-20 Grade Conc |
| 5 | 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. b. Tor Steel rods -TATA/SAIL |
| 6 | Hire and labour charges for Shuttering with or without staging upto 4.0 m 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 in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. i) Where staging is not required |
| 7 | 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. @ 3.00 M Interval |
| 8 | Plaster ( to wall, floor , ceiling etc ) with sand and cement mortar including ounding off or chamfering corners as directed and raking out joints or roughening of concrete surface ... wherw necessary. With ( 1:4 ) cement morter , 10 mm thick plaster . |
| 9 | White washing including cleaning and smoothening surface thoroughly. Two Coats - ( To be done on specific instruction ) |
| 10 | Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick madewith RCC 1:1½:3 with pakur variety stone chipsreinforced with double layer IRC febric (75 x 75 mm.mesh) and fixed with necessary nuts & bolts on twoRC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GLincluding digging hole, repacking the same withcement concrete 1:3:6 with jhama khoa or with localstone chips etc. complete including painting twocoats on both faces lettering sign marks etc. as perdirection of the Engineer-in-Charge. (The rate isinclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete |
| 11 | G.S.T @ 18% |
| 12 | L.W.C @ 1% Please Enable Macros to View BoQ information |
