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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge. |
| 2 | Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and gravel mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge. |
| 3 | Including lift upto 1.5m depth |
| 4 | Extra for every additional lift of 1.5 m or part there of in excavation / banking excavated or stacked materials as per the direction of the Engineer-in-charge. (Above 1.5m depth) |
| 5 | Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge. |
| 6 | Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge. |
| 7 | Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge. |
| 8 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 20mpa in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 10 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland Slag Cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. |
| 9 | Foundation |
| 10 | Plinth Beam |
| 11 | Column c1 |
| 12 | Column c2 |
| 13 | Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge. |
| 14 | Brick work with Fly ash Bricks 23cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge. |
| 15 | Brick work with Fly ash Bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge. |
| 16 | Providing 12mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per |
| 17 | Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge. |
| 18 | Providing 6mm thick C.P.(1:4) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge. |
| 19 | Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in floors of approved make confirming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with neat cement slurry mixed with pigments to match the shade of the tiles of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 20 | Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 21 | Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 22 | Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge. (As per A.R. 93/3) |
| 23 | Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 24 | Supplying and fitting-fixing of M.S Grill Work (section, tubes, flats, solid bars & angle) as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 25 | G.R.C. JALI -Providing and fixing Glass Reinforced Concrete (GR.C) Screens in approved size pattern, design, shadeand thickness of 50mm on frame and design element in 30mm thick have weight approximately between 3.5 4 Kg per Sq Ft and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens should be made from '53 grade' White Portland Cement manufactured by JK Cement' or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by 'N.E.G JAPAN or equivalent, Super Plasticizers manufactured by \\"BASF or equivalent Polymers manufactured by 'BASF or equivalent and UV resistant Synthetic inorganic pigments should be used for pigmentation manufactured by 'BAYFERROX (Germany) or equivalent. The material casting should take place in FRP Molds. The fixing of Screens should be 'Dry fixing' Le to be done with M.S Galvanized Clamps, fixtures and fasteners of Hilti / Fischer. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 26 | Painting two coats over one coat of priming to iron work Priming one coat with Red Oxide primmer & enamel paint including cost of primmer,enamel paint & labour to give an even shade excluding cost of primer. (As per A.R. 93/1) |
| 27 | Providing 20 mm thick C.P. (1:4) to R.C.C surfaces finished smooth including closed deep chiping and slury treatment, watering, curing cost, carriage, royalty of all materials, labour, etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
