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| 1 | PWD Road & Bridge Schedule Page No. - 284, Item No. - 12.01Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including 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 I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means.a) upto 3 m depth(iv) Without pumping out water and shoring |
| 2 | PWD Building Schedule Page No. - 47, Item No. - 3Supplying 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 | PWD Road & Bridge Schedule Page No. - 333, Item No. - 18.07 (a)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 | PWD Road & Bridge Schedule Page No. - 333, Item No. - 18.07 (b)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-20 Grade Using concrete mixer |
| 5 | PWD Road & Bridge Schedule Page No. - 311, Item No. -14.03Supplying, 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 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. |
| 6 | PWD Road & Bridge Schedule Page No. - 332, Item No. - 18.05Hire 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(b) Where staging is not required. |
| 7 | PWD Building Schedule Page No. - 1, Item No. - 189 (3rd Corrigendum)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).[Excludingcost of chipping over concrete surface] (ii) With 1:4 cement mortar (c) 10 mm thick plaster |
| 8 | PWD Building Schedule Page No. - 15, Item No. - 192Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 9 | 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.) |
| 10 | Add:- GST @ 18% |
| 11 | Add:- Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
