| 3993975 | 154559 | None | Common Schedule of Vol-01 P.No.8, I.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 3 m | Cum | 107.1 | 107.1 | 28.81 | False | None | None | False | None | False | 3085.551 | 0 |
| 3993976 | 154559 | None | Common Schedule Vol-01 P.No.15, I.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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 5.31 | False | None | None | False | None | False | 33391.6695 | 0 |
| 3993977 | 154559 | None | ommon SchedulVol-01 P.No.16, I.No. 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7170.28 | 7170.28 | 4.12 | False | None | None | False | None | False | 29541.5536 | 0 |
| 3993978 | 154559 | None | Common Schedule Vol-01 P.No.16, I.No. 2.3.1 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) .M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11566.8 | 11566.8 | 0.79 | False | None | None | False | None | False | 9137.772 | 0 |
| 3993979 | 154559 | None | Common Schedule Vol-02 P.No.9, I.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 Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 8.84 | False | None | None | False | None | False | 52081.302 | 0 |
| 3993980 | 154559 | None | Common Schedule Vol-02 P.No.9, I.No. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 6.29 | False | None | None | False | None | False | 42196.1505 | 0 |
| 3993981 | 154559 | None | Common Schedule Vol-01 P.No.16, I.No. 2.3.1 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) .M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10206.0 | 10206.0 | 1.65 | False | None | None | False | None | False | 16839.9 | 0 |
| 3993982 | 154559 | None | Common Schedule Vol-01 P.No.16, I.No. 2.3.1 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) .M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11286.5 | 11286.5 | 1.52 | False | None | None | False | None | False | 17155.48 | 0 |
| 3993983 | 154559 | None | Common ScheduleVol-01 P.No.7, I.No. 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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. | Cum | 279.3 | 279.3 | 12.74 | False | None | None | False | None | False | 3558.282 | 0 |
| 3993984 | 154559 | None | Common Schedule of Vol-01 P.No.7, I.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 bour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 25.2 | False | None | None | False | None | False | 12542.04 | 0 |
| 3993985 | 154559 | None | Common Schedule of Vol-02 P.No.13, 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. | Cum | 8367.45 | 8367.45 | 12.27 | False | None | None | False | None | False | 102668.6115 | 0 |
| 3993986 | 154559 | None | Common Schedule Vol-01 P.No.15, I.No. 2.1.6 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 0.37 | False | None | None | False | None | False | 2425.4055 | 0 |
| 3993987 | 154559 | None | Common Schedule Vol-01 P.No.16, I.No. 2.5.1 | Providing and laying in position Reinforced 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 ggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11496.24 | 11496.24 | 2.86 | False | None | None | False | None | False | 32879.2464 | 0 |
| 3993988 | 154559 | None | Common Schedule Vol-01 P.No.16, I.No. 2.5.1 | Providing and laying in position Reinforced 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 ggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10418.47 | 10418.47 | 0.76 | False | None | None | False | None | False | 7918.0372 | 0 |
| 3993989 | 154559 | None | Common Schedule Vol-01 P.No.16, I.No. 2.5.1 | Providing and laying in position Reinforced 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 ggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10777.73 | 10777.73 | 4.16 | False | None | None | False | None | False | 44835.3568 | 0 |
| 3993990 | 154559 | None | Common Schedule Vol-01 P.No.18, I.No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Canal & Allied Works | MT | 94510.5 | 94510.5 | 1.38 | False | None | None | False | None | False | 130424.49 | 0 |
| 3993991 | 154559 | None | Common Schedule Vol-02 P.No.77, I.No. 11.5.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Cum | 4701.9 | 4701.9 | 8.28 | False | None | None | False | None | False | 38931.732 | 0 |
| 3993992 | 154559 | None | Common Schedule Vol-02 P.No.43, I.No. 8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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 | Sqm | 221.55 | 221.55 | 31.96 | False | None | None | False | None | False | 7080.738 | 0 |
| 3993993 | 154559 | None | Common Schedule(Vol-2) Sl No.8.1.1 P.No.41 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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 | Sqm | 267.75 | 267.75 | 72.02 | False | None | None | False | None | False | 19283.355 | 0 |
| 3993994 | 154559 | None | Common Schedule (Vol-2) Sl No.8.5.2 P.No.42 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) 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 | Sqm | 366.45 | 366.45 | 98.58 | False | None | None | False | None | False | 36124.641 | 0 |
| 3993995 | 154559 | None | Common Schedule (Vol-2) Sl No.8.51 P.No.50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in ch | Sqm | 105.0 | 105.0 | 94.26 | False | None | None | False | None | False | 9897.3 | 0 |
| 3993996 | 154559 | None | Common Schedule (Vol-2)Sl No.9.35 P.No.64 | Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1717.8 | 1717.8 | 30.2 | False | None | None | False | None | False | 51877.56 | 0 |
| 3993997 | 154559 | None | Common Schedule Vol-02 P.No.48, I.No.8.39 | Wall painting with acrylic emulsion 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. | Sqm | 133.35 | 133.35 | 98.22 | False | None | None | False | None | False | 13097.637 | 0 |
| 3993998 | 154559 | None | Common ScheduleVol-02 P.No.46, I.No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. | Sqm | 182.7 | 182.7 | 93.36 | False | None | None | False | None | False | 17056.872 | 0 |
| 3993999 | 154559 | None | Common Schedule Vol02 Sl No.8.40 P.No.48 | 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. | Sqm | 120.75 | 120.75 | 18.63 | False | None | None | False | None | False | 2249.5725 | 0 |
| 3994000 | 154559 | None | P W D Ele Part-3, P.No. 2, I.No.1.2.2 | Supplying heavy gauge PVC conduit pipe . mm dia.mm thickconfirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary | Mtr | 69.3 | 69.3 | 50.0 | False | None | None | False | None | False | 3465.0 | 0 |
| 3994001 | 154559 | None | P W D Ele SR23-24 Part-3, P.No. 2,I.No. 1.4.1 | Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 200x90x65mm | Each | 111.3 | 111.3 | 2.0 | False | None | None | False | None | False | 222.6 | 0 |
| 3994002 | 154559 | None | P W D Ele SRPart-3 , P.No. 5, I.No. 2.1.1 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 1100 V gradeCOPPER FRLS PVC insulated, 2x1.5SqmmCable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch | Each | 299.25 | 299.25 | 5.0 | False | None | None | False | None | False | 1496.25 | 0 |
| 3994003 | 154559 | None | elec -1 | Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch | Per Point | 413.7 | 413.7 | 5.0 | False | None | None | False | None | False | 2068.5 | 0 |
| 3994004 | 154559 | None | P W D Ele SR Part-3 , P.No. 9,I.No. 3.6.1 | Supplying and fixing of modular switch & connected accessories onexisting modular switch plate as per IS 3854 and IS 1293 6Amps one way | Each | 107.1 | 107.1 | 10.0 | False | None | None | False | None | False | 1071.0 | 0 |
| 3994005 | 154559 | None | P W D Ele SR23 24 , P.No. 63, I.No. 11.3.2 | Supplying of feet -PVC Batten with integrated LED tube . Wwith high quality diffuser with Life of 25000 burning hours 70 lumenmaintenance with CRI 80. Power Input: 220 240V 5060Hz Power factor 0.9 along with CE approved. 2yearsWarranty against any manufacturing defect working under standardelectrical condition | Each | 724.5 | 724.5 | 6.0 | False | None | None | False | None | False | 4347.0 | 0 |
| 3994006 | 154559 | None | P W D Ele SR2324 , P.No. 6, I.No. 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. - 2.5 sqmm | Mtr | 44.1 | 44.1 | 50.0 | False | None | None | False | None | False | 2205.0 | 0 |
| 3994007 | 154559 | None | P W D Ele SR23-24 , P.No. 6, I.No. 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. - 4 sqmm | Rmtr | 50.4 | 50.4 | 40.0 | False | None | None | False | None | False | 2016.0 | 0 |
| 3994008 | 154559 | None | P W D Ele SR 23-24, P.No.30, I.No. 6.3.1 | Supplying capacitor type ceiling fan complete with down rod blades,shackle, canopies etc, for operation on 230 V, 50 cycles. Single phaseAC supply conforming to ISS-374- 1979 and with double ball bearingsystem | Each | 3133.2 | 3133.2 | 2.0 | False | None | None | False | None | False | 6266.4 | 0 |