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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and for all lift, as directed by Engineer-in-charge All kinds of soils |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | Centering and shuttering including strutting, propping etc and removal of from for -Foundations, footings, bases of columns, etc. for mass concrete |
| 7 | Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:-Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 10 | By Mix in Place Method -Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading III Material |
| 11 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge |
| 12 | Providing & Laying 100 mm thick cobble stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Rajasthan Black Granite Cobble Stone Machine Cut, Four sides machine cut and two sides Rough Surface. (100x100x100) mm (+-5% of size) |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 14 | Providing and fixing M.S. Grills / Railing of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 15 | Providing and fixing Deodar Woodceiling in 25 mm thick 150 mm wide deodar wood plank. |
| 16 | Providing and fixing 2nd class deodar wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. |
| 17 | Providing and fixing second class deodar wood hand rail having size of 75 mm x 65 mm with approved decorative shape etc. |
| 18 | Providing and fixing Deodar WoodJhalar (Manually Hand Carved) in 25 mm thick 300 mm wide deodar wood plank. |
| 19 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 20 | French spirit polishing : -Two or more coats on new works including a coat of wood filler Hydro Oil For Exterior Coating |
| 21 | Supply, transportation, installation, fitting & fixing and supervision of Laminated Asphalt Shingles having multilayer Panel produce three dimensional profile and shadow lines with fiber glass mat, Waterproof, durable coating, temper proof, 110mph wind resistance, UL Class-A, fire resistance rating, exposure 5.5/8 inch, weight up to 450 Pound/ 100 Sqft. Or more, high end products last 30 years & more as per instructions laid on ASTM D3462, ASTM D3018, ASTM D7158-Class-H. The Laminated Asphalt Shingles as per specifications must be laid in proper way over 20mm Cement Fiber Board Make - Everest or Eq. and moisture barrier membrane and Algae resistant Ridge with all required fixtures & fastenings as a complete job as per instructions and satisfaction of Engineer-in-charge with contractors’ own material, labour, tools, lead, lift, T&P, etc. The design and methodology to be approved by Eingeer-in-charge prior commencement of the work. The rate included cost of materials, transportation to site, installation, fixing, pegging, pre-installation preparation works, supervision, petty works involved, taxes, GST, etc. as a compete job. Note:(i) Overlapping has to be provided between two laminated Asphalt Shingles sheets as per the norms. The overlap quantity will not be considered for the measurement/ payment |
| 22 | 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. -Hot finished welded type tubes |
