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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.a)All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.a) Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 6 | Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including grinding with hand grinder on joints, rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately).a) Granite of colour black 18 mm thick |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) 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. 10.16.1 Hot finished welded type tubes |
| 8 | Manufacturing, supplying and fixing retro reflective small signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :a) Two or more coats on new work |
| 10 | Providing and fixing of Red/White/Beige sand stone bench of size not less than L-65\"XW-16\"XH-21\" without back & arm rest, of any shape, fabricated from 50–75 mm thick dressed slabs, cut to size, neatly finished/polished, with slabs joined using epoxy-adhesive and shear-key for structural integrity,including loading/unloading, transportation, precise site positioning and leveling, bed preparation, fixing, GST &other statutory taxes etc complete as per the direction and approval of Engineer-in-Charge. |
| 11 | Supplying and fixing twin PVC swing-type heavy-duty dustbins of approved make (Sheetal / Supreme / Neelkamal / equivalent), 120 L capacity with approximate dimensions 505 × 445 × 690 mm, mounted on a fabricated MS support frame. The MS frame shall be made of heavy-section steel, cleaned, applied with one coat of anti-corrosive primer, and finished with two coats of synthetic enamel paint. Dustbins shall be fixed to the frame with suitable corrosion-resistant fasteners, ensuring smooth swing operation and firm stability, including loading/unloading, transportation, installation, positioning, anchoring on prepared surfaces, and all materials, labour, statutory taxes and accessories requiredetc complete as per the direction and approval of Engineer-in-Charge. |
| 12 | Removing damaged RCC Bench from site and dispose malba by mechanical means, including loading, unloading,transporting beyond 50 m intial lead, for all leads including all lifts involved. All complete as per direction of Engineer-in-charge. |
| 13 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 ma) All kind of soil |
| 14 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 15 | Total |
| 16 | Sum of DSR and Analyzed item after adding GST modification factor @0.973 |
| 17 | Add Cost Index@3% on all items except item No. 10,11,12 |
| 18 | Total |
| 19 | Say |
