|
| 1 | Earth work in excavation of foundation trenchas etc. in all sorts of soll (including mixed soll but excluding Laterits of sandstone) Including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item Includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom property Incheiding balling /pumping out water from the bed, as required & directed by the Engineer-in-charge, complete with depth of excavation not exceeding 1.50 m. |
| 2 | Single Brick Flat Soling of picked Jhama bricks including ramming and dressing bed to proper level and fitting joints with powered earth or local sand, as per direction of Engineer-in-Charge |
| 3 | Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc., as per direction of Engineer-in-charge, complate. In 6:3:1 proportion. |
| 4 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. With earth obtained from excavation of foundation. |
| 5 | Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete, including the cost of supply of silver sand (Payment to be made on measurements of finished quantity) |
| 6 | Ordinary Coment concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcensent if any, in ground floor as per relevant 15 codes. / Pakur variety |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups/binders eta. Including supply of rods, 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 Inter-section, complete as per drawing and direction. Tor/Mild Steel. Engieer-in-Charge. Other than JSW/SHYAM/SRMB |
| 8 | Hire and Labour Charges for shuttering with contering and necessary staging up to 4 m using approved stout props and trick hard wood planks of approved thickness with required bracings for concrete slabs, beams, columna, lintels, curved or straight Including fitting, fixing and striking out after completion of works. Using 25 mm to 30 mm thick wooden shuttering es por direction of EIC, complete |
| 9 | Brick work with 1st class bricks in coment mortar (6:1) (a) In foundation and plinth |
| 10 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 11 | Plaster (to wall, floor, ceiling etc.) with sand cement mortar Including Rounding off or chamfering comars as directed and racking out joints or roughening of concrete surface, Including threading nosing and drip Course where nesessary. (ii) With 1:6 cement mortar, c) 20 mm thick plaster |
| 12 | Plaster (to wall, floor, ceiling etc.) with sand cement mortar Including Rounding off or chamfering comars as directed and racking out joints or roughening of concrete surface, Including threading nosing and drip Course where nesessary. (ii) With 1:6 cement mortar, c) 15 mm thick plaster |
| 13 | Plaster (to wall, floor, ceiling etc.) with sand cement mortar Including Rounding off or chamfering comars as directed and racking out joints or roughening of concrete surface, Including threading nosing and drip Course where nesessary. (ii) With 1:6 cement mortar, c) 10 mm thick plaster |
| 14 | Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame other Local wood |
| 15 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% |
| 16 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) |
| 17 | Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws:(v) 100 x 63 x 3.2mm. |
| 18 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(viii) 225mm long x 12mm dia. bolt. |
| 19 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:(v) 125 mm grip x 12 mm dia rod. |
| 20 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 21 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. (i) 20 mm. thick |
| 22 | Applying decorative cement based paint of approved quality including cleaning the surface including scraping the same thorougly (plastered or concrete surface) as per manufacturer's specification./Two coats |
| 23 | 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.) |
| 24 | Sub Total |
| 25 | GST 18% |
| 26 | CESS 1% Please Enable Macros to View BoQ information |
