06/ODB/15th FC (TIED)/25-26/08

( Iteam no-12.01(a)ii page -278 of PWD SOR -2017) Earth work in excavation of foundation of structures as per drawing &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 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 (ii) With pumping out water excluding shoring

( Iteam no-12.02(a)ii page -285 of PWD SOR -2017) 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

(Vide PWD SOR,Vol-III,Page -332,Item No-18.05 ) 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, cross-drain 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. (Details in MB)

( Iteam no-2(II)a page -35 of PWD SOB -2017) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety In ground floor (a) 1:3:6 proportion

( Iteam no-40 page -43 of Building Schedule-2017Corr.) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL

(Iteam no-10 ii page -26 of Building Schedule-2017) Ordinary Cement concrete (mix 1:11/2:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes..(ii ) River bazree.

(Iteam no-2-(II)page -189 of PWD Building Schedule-2017Corr.) 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](ii) With 1:4 cement mortar(c) 10 mm thick plaster

( Iteam no-15. page - 192 of Building Schedule-2017,Corre.) Neat cement punning about 1.5mm thick in wall,dado,window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

(Vide PWD SOR,Vol-III,Page -304,Item No-13.03 ) 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.

Cube test & other materials test of concrete

( Iteam no-8.07 page -263 of Road Schedule-2017) 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…….…marks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Add:- GST @ 18%

Add:- Labour Welfare Cess @ 1%