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| 1 | PART \"A\" G SCHEDULE |
| 2 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 3 | In Cement mortar. |
| 4 | Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead. |
| 5 | Demolishing cement concrete including disposal of material within 50 meter lead : |
| 6 | 1:3:6 or richer mix. |
| 7 | Dismantling tile work in floors and roofs laid in cement mortqr including stacking of serviceable material and disposal of unserviceable material within 50 meter lead : |
| 8 | For thickness of tiles 25 mm to 40 mm. |
| 9 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level |
| 10 | 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size |
| 11 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in: |
| 12 | Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 14 | Filling in plinth withlocally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shinglessand. |
| 15 | Random rubble dry stone Kharanja under floor. |
| 16 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 17 | Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement level. |
| 18 | M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) |
| 19 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: |
| 20 | Columns, pillars, posts and struts etc. |
| 21 | Providing and layin in position specified grade of cement concrete for RCC Structure elements unto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement forshuttering and reinforcement : |
| 22 | Walls (any thickness) including attached plasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc |
| 23 | M20 grade nominal mix (with graded stone aggregate 20mm nominal size) |
| 24 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: |
| 25 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. |
| 26 | Providing and layin in position specified grade of cement concrete for RCC Structure elements unto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement forshuttering and reinforcement : |
| 27 | beams suspended floors roofs griders having slopes up to 15 digree C, landings balconies shelves chajjas lintels bands plain window sills staircases and spiral staircases |
| 28 | M20 grade nominal mix (with graded stone aggregate 20mm nominal size) |
| 29 | Providing and fabricating reinforcement using steel ofIS:1786-1989 for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. |
| 30 | Tremo Mechanically treated bars (confirming of relevent IS Code) |
| 31 | Brick masonry in foundation and plinth with bricks of class designation 75 in : |
| 32 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 33 | Grading roof water proofing treatment with : |
| 34 | Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size).with water proofing compound with manufactures specification |
| 35 | Providing and fixing Tiles over Roof fixed in 25 mm thick cement mortar 1:4 bed complete |
| 36 | 20 mm thick terrazo tile over roofing including cutting grinding with machine complete |
| 37 | Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. |
| 38 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level |
| 39 | M20 grade Nominal Mix (with graded stone aggregate 20mm nominal size) |
| 40 | Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : |
| 41 | For area of each slab up to 2001 to 5000Sq. Cm : |
| 42 | (B) 30 mm thick slab. |
| 43 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: |
| 44 | 20 mm thick. |
| 45 | Applyingwhite cement based putty over cement plaster surface for making even surface |
| 46 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 47 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
| 48 | Add extra over item No.5.1 for brick work in super structure upto third storey. |
| 49 | PART \"B\" H SCHEDULE |
| 50 | Providing & Laying in position acid and alkali resistant 38 mm thick Red Mandana Stone for Flooring / Skerting size 60 cm x 45 cm machine cut edges. with 37 mm thick base of cement sand mortar 1:3 keeping the joint 10 mm wide and 15 mm deep all around and fillings the same joint with acid alkali resistant Eppoxy resin compound mixed with aryldite and hardner and acid alkali proof powder. as per the specification of manufacture including grinding and polishing complete as per instruction of Engineer-in-Charge.For area of each slab up to 2001 to 5000Sq. Cm : |
