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| 1 | Removing old lime or cement plaster from walls including racking out joints 12 mm deep and removing the debries with in 50 mtr. Lead etc complete. |
| 2 | Removing old grading plaster from roof slab,clearing the surface lowering and and removing the debries with in 50 mtr. Lead etc complete.as per ISI Code etc. complete as per the direction of Engineer-in-Charge. |
| 3 | Earth work in excavation of foundation trenches & Columns in all kinds of soil within all lead and lifts including dressing the sides, shoring (if nacessary), bailing out water and leveling the bed and depositing the excavated materials away from the work site including all costs of labour,sundries, tools & plants required for the work etc. complete as per direction of Engineer-in-Charge. |
| 4 | Filling in foundation and Plinth with sand well watered and rammed & dressed & level to proper gradient including all cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. complete and as per direction of Engineer in Charge. |
| 5 | Cement concrete (1:3:6) with 4 cm. size hand broken hard granite metals of approved quality including mixing with concrete mixture, lowering & laying in layers not exceeding 300 mm. in depth, ramming compacting to proper thickness, watering, curing for required period including all cost, conveyance, royality, taxes of all materials etc. complete as per the direction of Engineer-in-Charge. |
| 6 | Cement concrete (1:2:4) with 12mm size crusher broken hard granite chips of approved quality including mixing with concrete mixture, lowering & laying in layers not exceeding 300 mm. in depth, ramming compacting to proper thickness, watering, curing for required period including all cost, conveyance, royality, taxes of all materials etc. complete as per the direction of Engineer-in-Charge. |
| 7 | Rainforced cement concret M-20 grade using 20mm and down graded size crusher broken hard granite chips of approved quality including mixing with concrete mixture, including hoisting and laying in position & compacting with vibrateor to proper design section indlucing all the cost, conveyance, royality & taxes of all materials, labour, rigid smooth centering, shuttering and dismantling the same after 28 days of casting, watering, curing etc. complete. a) Ground Floori) Column Base and Footing |
| 8 | ii) Column and Beam |
| 9 | iii) Plinth Band |
| 10 | iv) Round Lintel |
| 11 | v) Roof Slabs |
| 12 | vi) Chajjas |
| 13 | b) 1st Floori) Column and Beam |
| 14 | ii) Round Lintel |
| 15 | iii) Roof Slabs |
| 16 | iv) Chajjas |
| 17 | Supplying HYSD/Tor steel reinforcement from SAIL,VIZAG STEEL OR TATA STEEL brand of required diameter of approved quality including Labour charges for cutting, bending, binding and tying the grills and placing in position including cost, conveyance & taxes of reinforcements confirming to ISI standard and binding wire 18 to 20 gauge and as per drawing, design etc. complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 18 | b) 1st Floor |
| 19 | 9\\" thick Fly Ash Bricks in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 kg/cm2 immersing the bricks in water not less than six hours before use in masonary including watering and curing for required period with all cost conveyance, royality, taxes of all materials etc. complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 20 | b) 1st Floor |
| 21 | 12 mm thick cement plaster (1:6) over brick work including racking out joints finishing smooth with proper plumb and line watering curing for seven days with cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 22 | b) 1st Floor |
| 23 | 16 mm thick cement plaster (1:6) over brick work including racking out joints finishing smooth with proper plumb and line watering curing for seven days with cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 24 | b) 1st Floor |
| 25 | 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size crusher broken hard granite chips for roof making proper slope as per requirement on roof including the cost of all labour materials, leak proofing chemicals sico or equivalent as per ISI Code etc. complete as per the direction of Engineer-in-Charge.a) 1st Floor |
| 26 | 6mm thick cement plaster in cm (1:4) to RCC surfaces finished smooth including closed deep chiping and slurry treatment. |
| 27 | Fixing glazed Ceramic floor tiles of Premium grade having thickness of 8mm confirming to IS 13755 of size 400mmx400mm Special Plain/printed series in floors, treads, steps, landings on 25mm thick bed of cement mortar (1:1) jointed with neat cement slurry mixed with pigaments to match the shades including cost of glazed tiles of size 0.3m x 0.3m with cost conveyance, royality, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 28 | b) 1st Floor |
| 29 | Fixing Vitrified tiles in floors trades or steps and landing on 25mm thick bed of C.M (1:1) jointed with neat cement slury mixed with pigment to match shed of the tiles including rubbing and polishing with cost conveyance, royality, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 30 | b) 1st Floor |
| 31 | Labour for fitting and fixing of M.S.Gates, M.S.Door frames, window frames as per approved design etc complete as per the direction of Engineer-in-Charge. |
| 32 | Providing, fitting and fixing of M.S panelled doors and windows double leaved shutters with M.S frames made out up the following materials conforming to relevant ISS, ISI frames:- 35 x 35 x 6mm M.S. Angles, shutter style:- Top & Bottom rall 25 x 25 x 3mm M.S Angle, door panel:-1mm CR Sheet. Panel stiffener covering width of each leaf:- 19.50mm, M.S.Flat 3 Nos. on each leaf. Hinges size:- 100mm 6 Nos.(3Nos of each side) but out as per ISS. Hold fast:- 35 x 35 x 6mm M.S Angle 175mm lenght bifurcated at the tip 3 nos of each side: Handle:19mm M.S Flat 4 nos. fabricated. Aldrop:- 2 nos. bought out as per ISS etc. complete as per the direction of Engineer-in-Charge.(EPM rate) |
| 33 | Distempering two coats to walls with distemper of approved shade to give an even surface properly including cost conveyance, royalty taxes of all materials, labour, T & P required for the work etc. complete and as per direction of Engineer-in-charge, including the cost of all labour materials etc. completea) Ground Floor |
| 34 | b) 1st Floor |
| 35 | Painting two coat to wall surface with weather paint of approved shade to give an even surface properly including cost conveyance, royality taxes of all materials, labour, T & P required for the work etc. complete and as per direction of Engineer-in-charge, including the cost of all labour materials etc. completea) Ground Floor |
| 36 | b) 1st Floor |
| 37 | Painting two coats of Asian/Burger or equivalent synthetic enamel paints over a coat of primer to Iron work after smoothening the surface by sand papering and filling the neet and holes with best quality of putty with cost, conveyanc, royality, taxes of all materials labours etc. complete as per the direction of Engineer-in-Charge.a) Ground Floor |
| 38 | b) 1st Floor Please Enable Macros to View BoQ information |
