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| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.;All kinds of soil |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 4 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level |
| 5 | Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns |
| 6 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering shuttering finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size);All works upto plinth level |
| 7 | Providing TMT steel reinforcement bars of (SAIL TATA. VIZAG JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 8 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. |
| 9 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 10 | Laterite masonry in neatly dressed stones for 23cm thick masonary walls in cm.1:4(1 cement :4 coarse sand in foundation upto plinth level) Extra for laterite Masonry in all sizes in superstructure from floor I level upto floor V level |
| 11 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 12 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 13 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 14 | Painting (one or more coats) with synthetic enamel paint of approved brand and manufacture in all shades on old work to give an even shade. |
| 15 | Steel work in built up tubular (round square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL TATA. VIZAG JSW APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc. including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete. |
| 16 | Steel work in single sections (SAIL TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting hoisting fixing in position and applying a priming coat of red lead paint.;In flats exceeding 100mm thickness |
| 17 | Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins rafters trusses flashings etc. complete as per the directions of the Engineer in charge. |
| 18 | Add for providing & fixing Flashings -[Corners Ridges valleys gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. |
| 19 | Providing and fixing Prince or equivalent make PVC SWR half round eaves gutter with bolts nuts and flat iron brackets 40 x 3 mm size complete.;140 mm nominal size |
| 20 | Extra fjor providing and fixing prince or equivalent make PVC SWR 90 deg. Elbow with /without outlet with 2 clamps for socketed half round eaves gutters.;140 mm nominal size |
| 21 | Providing and fixing PVC SWR pipes confirming to IS 13592 type A including jointing with seal ring confirming to IS 5382 leaving 10 mm gap for thermal expansion.;Single socketed pipe 110 mm dia |
| 22 | Extra for providing and fixing prince or equivalent make PVC SWR rubber gasket for socketed half round eaves gutters.;140 mm nominal size |
| 23 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 24 | Painting one or more coats with superior quality ready mixed paint of steel work of approved brand & manufacture in all shades on old work to give an even shade. |
| 25 | Removing white or colour wash by scrapping sand papering and preparing surface smooth including necessary repairs to scratches etc. complete. |
| 26 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand filling the joints with coarse sand etc. all complete as per the direction of Engineer.- in I Wave Rectangular Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm.;60 mm thick in all colours except grey (M35 grade) |
| 27 | Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with grade M 25 mix design with coarse sand and graded granitic or basaltic stone aggregate as per mix design requirements foundation concrete M 25 mix design with coarse sand graded granitic or basaltic stone aggregate as per mix design requirements inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design.;Inside size 90 x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x610mm internal dimensions total weight of cover ad frame to be not less than 38 kg. (weight of cover 23 kg. ) |
| 28 | Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180 mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design. : |
| 29 | Providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: windows with two sliding shutters using 18 mm series shutters section.;Acrylic sheet |
| 30 | Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screws.;Plain grill |
| 31 | Providing and fixing 18 mm thick gang saw cut mirror polished premoulded and prepolished machine cut for kitchen platforms vanity counters window sills facias and similar locations of required size approved shade colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) joints treated with white cement mixed with matching pigment epoxy touch ups including rubbing curing moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade area of slab over 0.50 sqm;Jet Black |
| 32 | Removing the sewage from the septic tank Please Enable Macros to View BoQ information |
