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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 toproper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. . |
| 2 | Depth up to 150 mm. |
| 3 | 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 spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. . |
| 4 | (a) Depth of excavation not exceeding 1.500 mm. |
| 5 | 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 .(payment to be made on the basis of measurement of finished quantity of work). . |
| 6 | (a) With earth obtained from excavation of foundation. |
| 7 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming. |
| 8 | Cost of stone boulder 150 mm size delivered ans stacked at site. |
| 9 | (II) Cement concrete with 30 mm. down graded shingles excluding shuttering.N.B. VarietyIn ground floor . |
| 10 | (a) 1:3:6 proportion. |
| 11 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. |
| 12 | (b) River bazree. |
| 13 | 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 inter-section, complete as per drawing and direction. |
| 14 | (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. |
| 15 | SAIL/ TATA/RINL |
| 16 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). |
| 17 | (f) 25mm. To 30mm. Shuttering with out staging in foundation etc. |
| 18 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners 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]. |
| 19 | (ii) With 1:4 cement mortar . |
| 20 | (c)10 mm. thick plaster. |
| 21 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 22 | Supplying and laying chequered tiles of any shade & ofapproved quality with (1:1½:3) cement concrete laid in panelsor patterns as directed in pavement, footpath etc. includingnecessary underlay 25 mm thick [avg] cement mortar (1:3)complete in all respect with all labour and materials. [Usingcement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.mfor joint filling] Red Variety |
| 23 | (i) 25 mm. thick |
| 24 | 18% GST |
| 25 | 1% Cess Please Enable Macros to View BoQ information |
