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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking 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 perdirection of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) Upto 3.0 m Depth |
| 2 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 3 | Providing and laying Design Mix concrete for plain / re-inforced 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 material and 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 for form work & re-inforcement. (a) M-15 Grade Using concrete mixer |
| 4 | Providing and laying Design Mix concrete for plain / re-inforced 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 material and 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 for form work & re-inforcement. (b) M-20 Grade Using concrete mixer |
| 5 | 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 culverts , box culvert , cross drain etc. The rate is inclussive of fitting , fixing and striking out after completion of work as per specification and direction. (a) Where staging is required |
| 6 | (b) Where staging is not required |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length 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 and direction of Engineer-in-charge. (ii) b. Tor Steel rods / HYSD bars / TMT bars (JSW/ JSPL / Shyam / SRMB/ /SSL/ BMASL / Electrosteel) (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786) |
| 8 | 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. |
| 9 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete |
| 10 | 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 |
| 11 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. |
| 12 | G.S.T. @ 18% |
| 13 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
