| 2350351 | 69490 | None | Vol No-1 pg no-08I No 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3m ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 102.0 | 102.0 | 52.81 | False | None | None | False | None | False | 5386.62 | 0 |
| 2350352 | 69490 | None | Vol No-2 pg no-05I No 4.1 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basementexcavation, topsurface of the plinth filling, junction of wall and floor, along the externalperimeter of building, expansion joints, over the top surface of consolidatedearth on which apron is to be laid, surrounding of pipes andconduitswithChlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost ofchemical, diluting in water to one percent concentration, labour, usage
charges of machinery, complete as perspecifications. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 118.0 | 118.0 | 178.83 | False | None | None | False | None | False | 21101.94 | 0 |
| 2350353 | 69490 | None | Vol No-1 pg no-11I No 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. anddown size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as perspecifications. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 2682.0 | 2682.0 | 8.4 | False | None | None | False | None | False | 22528.8 | 0 |
| 2350354 | 69490 | None | Vol No-1 pg no-15 No 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5989.0 | 5989.0 | 4.69 | False | None | None | False | None | False | 28088.41 | 0 |
| 2350355 | 69490 | None | Vol No-1 pg no-15I No 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6336.0 | 6336.0 | 4.61 | False | None | None | False | None | False | 29208.96 | 0 |
| 2350356 | 69490 | None | Vol-1 pg No.-111 sl. No-1 | Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-111 (@8% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 506.88 | 506.88 | 4.61 | False | None | None | False | None | False | 2336.7168 | 0 |
| 2350357 | 69490 | None | Vol No-1 pg no-16I No 2.3.2 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6480.0 | 6480.0 | 1.41 | False | None | None | False | None | False | 9136.8 | 0 |
| 2350358 | 69490 | None | Vol-1 pg No.-111 Sl No. 9 - 70 Percentage | Additional for formwork, Centering & Scaffolding for Sl No 9: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4536.0 | 4536.0 | 1.41 | False | None | None | False | None | False | 6395.76 | 0 |
| 2350359 | 69490 | None | Vol No-1 pg no-7I No 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per m for every 1.50 m height or part there off ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 474.0 | 474.0 | 55.57 | False | None | None | False | None | False | 26340.18 | 0 |
| 2350360 | 69490 | None | Vol No-2 pg no-9I No 5.1.1 | Providing 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 : ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5611.0 | 5611.0 | 12.59 | False | None | None | False | None | False | 70642.49 | 0 |
| 2350361 | 69490 | None | Vol No-1 pg no-16I No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6843.0 | 6843.0 | 13.63 | False | None | None | False | None | False | 93270.09 | 0 |
| 2350362 | 69490 | None | Vol-1 pg No.111 Sl No 9- 70 Percentage | Additional for formwork, Centering & Scaffolding for Sl No 9 : Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4790.09 | 4790.09 | 2.53 | False | None | None | False | None | False | 12118.9277 | 0 |
| 2350363 | 69490 | None | Vol-1 pg No.-111 Sl No. 2- 50 percentage | Additional for formwork, Centering & Scaffolding for Sl No 2 : Plinth beam As per Appendix-I in Volume-1 of page No.-111 (@50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3421.5 | 3421.5 | 1.9 | False | None | None | False | None | False | 6500.85 | 0 |
| 2350364 | 69490 | None | Vol-1 pg No.-112 Sl No. 14- percentage | Additional for formwork, Centering & Scaffolding for Sl No 14 : beam & lintels As per Appendix-I in Volume-1 of page No.-112 (@60% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4105.8 | 4105.8 | 3.51 | False | None | None | False | None | False | 14411.358 | 0 |
| 2350365 | 69490 | None | Vol-1 pg No.-112 Sl No. 19- 45 percentage | Additional for formwork, Centering & Scaffolding for Sl No 19 : Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-112 (@45% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3079.35 | 3079.35 | 0.29 | False | None | None | False | None | False | 893.0115 | 0 |
| 2350366 | 69490 | None | Vol-1 pg No.-112 Sl No. 15- 50 Percentage | Additional for formwork, Centering & Scaffolding for Sl No 15 : Roof straight As per Appendix-I in Volume-1 of page No.-112 (@50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3421.5 | 3421.5 | 5.4 | False | None | None | False | None | False | 18476.1 | 0 |
| 2350367 | 69490 | None | Vol No-2 pg no18 I No 2.11 a | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ---- Work should be carried out as per the direction of engineer incharge of work. | MT | 89457.0 | 89457.0 | 1.45 | False | None | None | False | None | False | 129712.65 | 0 |
| 2350368 | 69490 | None | Vol No-2 pg no-14 I No 6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7969.0 | 7969.0 | 17.79 | False | None | None | False | None | False | 141768.51 | 0 |
| 2350369 | 69490 | None | Vol No-2 pg no41 I No 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 295.0 | 295.0 | 108.15 | False | None | None | False | None | False | 31904.25 | 0 |
| 2350370 | 69490 | None | Vol No-2 pg no-42 I No 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 371.0 | 371.0 | 124.09 | False | None | None | False | None | False | 46037.39 | 0 |
| 2350371 | 69490 | None | Vol No-2 it no-9.12.1 pg no 60 | Providing and laying vitrified floor tiles with thickness 9-10 mm indifferent sizes with water absorption less than 0.08% and conforming to
IS: 15622, of approved make, in all colours and shades, laid on 20mm thickcement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cementslurry @ 3.3 kg/ m2 including grouting the joints with white cement andmatching pigments etc., complete.Size of Tile 500x500 mm ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1082.0 | 1082.0 | 39.64 | False | None | None | False | None | False | 42890.48 | 0 |
| 2350372 | 69490 | None | Vol No-2 pg no-85 I No 11.34B | Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 183.0 | 183.0 | 90.72 | False | None | None | False | None | False | 16601.76 | 0 |
| 2350373 | 69490 | None | Vol No-2 pg no-77 I No 11.4 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 5221.0 | 5221.0 | 3.15 | False | None | None | False | None | False | 16446.15 | 0 |
| 2350374 | 69490 | None | Vol No-2 pg n-79 I No 11.11.1 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 148.0 | 148.0 | 129.6 | False | None | None | False | None | False | 19180.8 | 0 |
| 2350375 | 69490 | None | Vol No-2 pg no45 I No8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 137.0 | 137.0 | 115.62 | False | None | None | False | None | False | 15839.94 | 0 |
| 2350376 | 69490 | None | Vol No-2 pg no45 I No8.27 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 53.0 | 53.0 | 124.09 | False | None | None | False | None | False | 6576.77 | 0 |
| 2350377 | 69490 | None | Vol No-2 pg no-45 I No8.28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 89.0 | 89.0 | 124.09 | False | None | None | False | None | False | 11044.01 | 0 |
| 2350378 | 69490 | None | Vol No-2 pg no-48 I No8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 115.0 | 115.0 | 16.11 | False | None | None | False | None | False | 1852.65 | 0 |