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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 directedand including trimming the sides of the trenches, leveling, dressing and ramming the bottom, andbackfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means (Upto 3m. depth) (iv) Without pumping out water and shoring |
| 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 / 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 for formwork & reinforcement works. (a) M-15 Grade, Using concrete mixer. |
| 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 for formwork & reinforcement works. (b) M- 20 Grade, Using concrete mixer |
| 5 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge 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 of Engineer-in-charge.specifications and direction. |
| 6 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind ofplain 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 |
| 7 | b) Without staging |
| 8 | 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).[Excluding cost of chipping over concrete surface] |
| 9 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc ( Details in bill ) |
| 10 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / returnwall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20Htowards drawing face. Complete as per drawing and Technical specifications. |
| 11 | P.W.D.( ROADS):- P-234, 3.01 (SOR 2015-16) Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositingin 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. (Borrow pit measurement) In ordinary soil |
| 12 | Painting with approved quality Curing compound on the vertical or inclined surfaces of concrete, wherewater curing is not possible. Painting is to be done with a brush on new surfaces, immediately afterremoval of shuttering, including supply of all materials and other incidental charges complete asper direction of the Engineer-in-charge. |
| 13 | 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. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 14 | GST 18 % |
| 15 | Cess 1 % Please Enable Macros to View BoQ information |
