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| 1 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone ) including removing spreading or stacking the spills within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches . Leveling dressing and ramming the bottom. Bailing out water as required complete . a) Depth of excavation not excedding 1500mm. |
| 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 | Supplying and laying Polythene Sheet (150 gm/sq.m.) over damp proof course or below flooring of roof terracing or in foundation or in foundation trenches. |
| 4 | 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. |
| 5 | Cement concrete with 30 mm down graded shingles excluding shuttering . N.B. Variety (a) 1:3:6 proportion |
| 6 | Ordinary cement concrete (mix 3:1:5:1) M-20 with graded stone chips (20mm. Nominal size) excluding shuttering and reinforcement. if any, in ground floor as per relevent IS codes. Ii)River bazree |
| 7 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars , stirrups , binder etc. including supply of rods , initial straightening and removal of loose rust (if necessary ) cutting to requisite length , hooking andbending to correct shape placing in proper position and binding with 16 gauge black annealed wireat every inter-section , complete as per drawing and direction . a) For works in foundation, basementandupto roof of ground floor / upto 4m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL (1) In Ground Floor |
| 9 | 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](I) with 4:1 cement mortar20 mm thick plaster |
| 10 | Neat cement punning about 1.5mm thick in wall dado,window , sills , floor , drain etc |
| 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 RCprecast posts 100 mm. x 150 mm. of height2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stonechips etc. complete including painting two coatson both faces lettering signmarks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement ,concrete, shuttering ,nuts & bolts, washer etc.complete.) |
| 12 | Add:- GST @ 18% |
| 13 | Add:- Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
