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| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and wherenecessary.(a) Depth up to 150 mm.(P-240, It no-3.16, PWD_ROADS) |
| 2 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. Ref. – P.W.D.(Building), Page –11, It.-1 3rd corrigendum |
| 3 | .Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, ... works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundationP.W.D. (Building),Page-43,It-36 |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,ifany, in ground floor as per relevant IS codesP.W.D. (Building),Page - 24, Item - 4 |
| 5 | Earthwork in excavation of foundation trenches or drains in all sorts soil (inc-luding mixed soil but excluding laterite or sandstone) including remov-ing spreading or stacking the spoilswithin a lead of 75m 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 exceeding1500 mm. P.W.D.(Building), Page – 1, It.– 2(a) |
| 6 | a) Earthwork 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. a) With earth obtained from excavation of foundation.P.W.D. (Bldg.), Page - 1 , It. - 3(a) |
| 7 | Cement concrete with jhama khoa (30 mm size) excluding shuttering and reinforcement if any in ground floor & foundation (P.W.D. Bldg.) Page-23 It. 1) |
| 8 | Ordinary Cement Concrete (Mix - 3:1.5:1) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any in ground floor. P.W.D. (Building), Page – 14, It. – 7i |
| 9 | Brick work with 1st class bricks in cement mortar (6:1).P.W.D. (Building), Page – 29, It. – 21 a&ba)Foundation and plinth GF |
| 10 | Reniforcement for reinforced concrete work in all sorts of structures including distribution bars,stirrups,bracing etc. initial straightening and removal of loos rust (if necessary), cutting to requisite length,hooking and bending to correcte shape,placing in proper position and binding with 16 gauge black annealed wire at every intersection,complete as drawing and direction. (a) For work in foundation,basement and upto roof of ground floor/upto 4m. (i) Tor steel/Mild steel (JSW/JSPL/SRMB/BMSAL/ELECTRO STEEL/SSL))item no.-15(b) (i) |
| 11 | Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating nosing and drip course where necessary. (iii) With 6: 1 cement mortar.20 mm thick plaster P.W.D. (Building), Page – 151, It. – 2 |
| 12 | Neat cement punning about 1.5 mm thick in wall, dado, window, sills, floor, drain etc. P.W.D. (Building), Page – 152, It. – 8 |
| 13 | Supplying, fitting and fixing in position reinforced cement polymer concretemanhole /gully pit cover with matching frame.As per I.S-12592(M.D) (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size(vii) 5 MT load bearing capacity gully pit cover with frame and hinge Cover: 565 mm X 65 mmFrame: 665 mm X 125 mmopening: 470mmWeight: 90 kg (approx) Page - 92, item -8(v) sanitary and plumbing |
| 14 | .Supplying & laying Double Wall Corrugated (with external annularcorrugation and smooth internal walls) High Density Polyethelene Pipesconforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 withRing Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage applicationP. No.-23,I-36 (sanitary & plumbing) iv) 300 mm internal dia |
| 15 | 18% GST |
| 16 | 1% Cess |
