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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m. on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be leveled and nearly dressed including providing barricading, danger lighting guarding as directed in : |
| 2 | All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 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 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 5 | All works upto plinth level |
| 6 | Providing and laying in position (1:11?2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1 ½ coarse sand : 3 graded stone agg 20mm nominal size) |
| 7 | All works upto plinth level |
| 8 | In walls (any thickness), including attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 9 | In beams, suspended floors, roofs having slope upto 15’’ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 10 | Centering and shuttering including strutting, Propping & removal of forms for: |
| 11 | Foundations, Footings, Bases for columns |
| 12 | Columns, piers, Pillars, Aburments, Posts and struts (square, rectangle polygon in plan) |
| 13 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 14 | Providing TMT steel reinforcement bars of (SAIL, TATA VIZAG, JSW STEEL Ltd.) (Confirming to IS1786 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 |
| 15 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and basement |
| 16 | 12mm cement plaster 1:4(1 cement : 4 fine sand) |
| 17 | Painting three or more coats with acrylic 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. |
| 18 | Steel work welded (SAIL, TATA, VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint |
| 19 | In tees, angles, flats and chennels |
| 20 | Providing and fixing colour on plus galvulium roofing sheets of 0.5 mm thick double ribbed trapezoldal profile coated 1080 mm with cover width of 1020 mm including all the accessories (JSW or equivalent make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge. |
| 21 | 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 |
| 22 | Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with gr ey cement slurry mixed with pigment to match the shade of the slab |
| 23 | including rubbing & complete with baser of cement mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | 20 mm thick |
| 25 | Providing and fixing anodized aluminum shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows. |
| 26 | Figured glass |
| 27 | 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 screws. |
| 28 | Plain grill |
| 29 | Single colour foam core FRP (Fiber Reinforced Polymser) Door shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Resinforced Polymer) door shutter of specified thickness as per options below by using tray system with seasoned hard wood, moisture less than 17%, wood styles for Top rail and lock rails. FRP (Finer Reinforced Polymer) laminate made up of 450 grams per sq. mts. (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). The core of shutter will be filled as specified ( Expanded Polystyrene Foam / Polyurethane Foam (EPS/PU) Foam). The shutter to be of single colour & water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001-2015 certified factory. |
| 30 | Shutter Thickness : :b) 35mm |
| 31 | FRP (Fiber Reinforced Polymer) Frame Manufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq. mts (gsm) chop strand glass fiber (matt) and unsaturated polyster resin with viscosity range of 400/450 centipolses per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door. The frame will be water proof as well as mild acid/alkali resistant manufactured in an ISO 9001-2015certified company. |
| 32 | Specified Cross Section d) 5” x 21/2” |
| 33 | 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. Please Enable Macros to View BoQ information |
