| 3536111 | 127421 | None | ItemNo1.14.1Vol No1P.No8 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 120.36 | 120.36 | 2.99 | False | None | None | False | None | False | 359.8764 | 0 |
| 3536112 | 127421 | None | ItemNo1.23Vol No1P.No11 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3164.76 | 3164.76 | 0.7 | False | None | None | False | None | False | 2215.332 | 0 |
| 3536113 | 127421 | None | ItemNo2.1.3Vol No1P.No15 | 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 | 7067.02 | 7067.02 | 0.27 | False | None | None | False | None | False | 1908.0954 | 0 |
| 3536114 | 127421 | None | ItemNo5.1.1Vol No2P.No9 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6coarse 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 | 6620.98 | 6620.98 | 0.37 | False | None | None | False | None | False | 2449.7626 | 0 |
| 3536115 | 127421 | None | ItemNo2.2.1Vol No1P.No15 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) 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 | 7418.66 | 7418.66 | 0.52 | False | None | None | False | None | False | 3857.7032 | 0 |
| 3536116 | 127421 | None | ItemNoAddnm-I SI No.1aVol No1P.No111 | Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated (@8% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 593.49 | 593.49 | 0.52 | False | None | None | False | None | False | 308.6148 | 0 |
| 3536117 | 127421 | None | ItemNo2.3.2Vol No1P.No16 | 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) 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 | 7646.4 | 7646.4 | 0.04 | False | None | None | False | None | False | 305.856 | 0 |
| 3536118 | 127421 | None | ItemNoAddnm-I SI No.9Vol No1P.No111 | Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers (@70% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5352.48 | 5352.48 | 0.04 | False | None | None | False | None | False | 214.0992 | 0 |
| 3536119 | 127421 | None | ItemNo1.9Vol No1P.No7 | 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 313.88 | 313.88 | 1.17 | False | None | None | False | None | False | 367.2396 | 0 |
| 3536120 | 127421 | None | ItemNo2.4.1Vol No1P.No16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7620.76 | 7620.76 | 0.3 | False | None | None | False | None | False | 2286.228 | 0 |
| 3536121 | 127421 | None | ItemNo2.5.2Vol No1P.No17 | 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 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 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 | 8143.17 | 8143.17 | 20.38 | False | None | None | False | None | False | 165957.8046 | 0 |
| 3536122 | 127421 | None | Addnm-I SI No.9Vol No1P.No111 | Additional for formwork, Centering & Scaffolding for Sl No 9 : Columns (@70% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5700.22 | 5700.22 | 3.55 | False | None | None | False | None | False | 20235.781 | 0 |
| 3536123 | 127421 | None | Addnm-I SI No.14Vol No1P.No112 | Additional for formwork, Centering & Scaffolding for Sl No 14 : beam & lintels (@60% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4885.9 | 4885.9 | 6.545 | False | None | None | False | None | False | 31978.2155 | 0 |
| 3536124 | 127421 | None | Addnm-I SI No.19Vol No1P.No112 | Additional for formwork, Centering & Scaffolding for Sl No 19 : Chejjas, Canopy & Other Architectural projections of minor sections(@45% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3664.42 | 3664.42 | 0.18 | False | None | None | False | None | False | 659.5956 | 0 |
| 3536125 | 127421 | None | Addnm-I SI No.15Vol No1P.No112 | Additional for formwork, Centering & Scaffolding for Sl No 15 : Roof straight (@50% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4071.58 | 4071.58 | 5.7 | False | None | None | False | None | False | 23208.006 | 0 |
| 3536126 | 127421 | None | Addnm-I SI No.16Vol No1P.No112 | Additional for formwork, Centering & Scaffolding for Sl No 16. Staircase and other similar structures (@50% of Finished Rate)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4037.37 | 4037.37 | 1.32 | False | None | None | False | None | False | 5329.3284 | 0 |
| 3536127 | 127421 | None | 2.11Vol No1P.No18 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 completeas per drawing and technical specification.
a. Buildings ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 106.45 | 106.45 | 1907.36 | False | None | None | False | None | False | 203038.472 | 0 |
| 3536128 | 127421 | None | 6.8Vol No2P.No14 | 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 | 9483.11 | 9483.11 | 18.61 | False | None | None | False | None | False | 176480.6771 | 0 |
| 3536129 | 127421 | None | 6.15Vol No2P.No14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. | Sqm | 1229.27 | 1229.27 | 3.15 | False | None | None | False | None | False | 3872.2005 | 0 |
| 3536130 | 127421 | None | 8.2.1Vol No2P.No41 | 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 | 351.05 | 351.05 | 85.68 | False | None | None | False | None | False | 30077.964 | 0 |
| 3536131 | 127421 | None | 8.8Vol No2P.No42 | 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 | 441.49 | 441.49 | 108.87 | False | None | None | False | None | False | 48065.0163 | 0 |
| 3536132 | 127421 | None | 9.34Vol No2P.No64 | Flooring with 25mm thick polished tandur blue stone 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1838.55 | 1838.55 | 37.46 | False | None | None | False | None | False | 68872.083 | 0 |
| 3536133 | 127421 | None | 9.6.1Vol No2P.No59 | Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1497.42 | 1497.42 | 13.8 | False | None | None | False | None | False | 20664.396 | 0 |
| 3536134 | 127421 | None | 11.34BVol No2P.No86 | 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.
M S Grill @ 21Kg/Sqm ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 215.94 | 215.94 | 423.93 | False | None | None | False | None | False | 91543.4442 | 0 |
| 3536135 | 127421 | None | 11.14.3.1Vol No2P.No81 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb 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. | m | 626.58 | 626.58 | 6.6 | False | None | None | False | None | False | 4135.428 | 0 |
| 3536136 | 127421 | None | 11.4Vol No2P.No77 | 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 | 6160.78 | 6160.78 | 2.52 | False | None | None | False | None | False | 15525.1656 | 0 |
| 3536137 | 127421 | None | 11.11.1Vol No2P.No79 | 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.
Considering 35kg/sqm ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 174.64 | 174.64 | 193.72 | False | None | None | False | None | False | 33831.2608 | 0 |
| 3536138 | 127421 | None | 8.51Vol No2P.No50 | 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 charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 119.0 | 119.0 | 114.04 | False | None | None | False | None | False | 13570.76 | 0 |
| 3536139 | 127421 | None | 8.25Vol No2P.No45 | 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 | 163.03 | 163.03 | 114.04 | False | None | None | False | None | False | 18591.9412 | 0 |
| 3536140 | 127421 | None | 8.27Vol No2P.No45 | 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 | 63.07 | 63.07 | 108.85 | False | None | None | False | None | False | 6865.1695 | 0 |
| 3536141 | 127421 | None | 8.28Vol No2P.No45 | 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 | 105.91 | 105.91 | 108.85 | False | None | None | False | None | False | 11528.3035 | 0 |
| 3536142 | 127421 | None | 8.34.3Vol No2P.No47 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, 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 | 59.0 | 59.0 | 20.19 | False | None | None | False | None | False | 1191.21 | 0 |
| 3536143 | 127421 | None | 8.40.Vol No2P.No48 | 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 | 135.7 | 135.7 | 26.55 | False | None | None | False | None | False | 3602.835 | 0 |
| 3536144 | 127421 | None | 8.49Vol No2P.No49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, 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. | cm | 4.72 | 4.72 | 1260.0 | False | None | None | False | None | False | 5947.2 | 0 |
| 3536145 | 127421 | None | 8.43Vol No2P.No49 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, 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 | 110.92 | 110.92 | 5.76 | False | None | None | False | None | False | 638.8992 | 0 |
| 3536146 | 127421 | None | 13.48Vol No2P.No125 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes 100mm diameter. ---- Work should be carried out as per the direction of engineer incharge of work. | m | 343.38 | 343.38 | 7.5 | False | None | None | False | None | False | 2575.35 | 0 |
| 3536147 | 127421 | None | Item1.2.1 Chapter-IVolNo.6,P.No2of105 | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 77.88 | 77.88 | 20.0 | False | None | None | False | None | False | 1557.6 | 0 |
| 3536148 | 127421 | None | Item1.2.2 Chapter-IVolNo.6,P.No2of105 | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 92.04 | 92.04 | 20.0 | False | None | None | False | None | False | 1840.8 | 0 |
| 3536149 | 127421 | None | Item1.3.1Chapter-IVolNo.6,P.No2of105 | Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 80.24 | 80.24 | 16.0 | False | None | None | False | None | False | 1283.84 | 0 |
| 3536150 | 127421 | None | Item1.3.2Chapter-IVolNo.6,P.No2of105 | Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 93.22 | 93.22 | 8.0 | False | None | None | False | None | False | 745.76 | 0 |
| 3536151 | 127421 | None | Item1.9.2Chapter-IVolNo.6,P.No3of105 | Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 25.96 | 25.96 | 6.0 | False | None | None | False | None | False | 155.76 | 0 |
| 3536152 | 127421 | None | Item2.2.1Chapter-IIVolNo.6,P.No5of105 | Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm (Phase&Neutral) &1x1.0 Sqmm(earth Wire)Cable 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 upto3mtr from tapping point to out let via Switch ---- Work should be carried out as per the direction of engineer incharge of work. | Point | 317.42 | 317.42 | 8.0 | False | None | None | False | None | False | 2539.36 | 0 |
| 3536153 | 127421 | None | Item2.2.2Chapter-IIVolNo.6,P.No5of105 | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch ---- Work should be carried out as per the direction of engineer incharge of work. | Point | 447.22 | 447.22 | 6.0 | False | None | None | False | None | False | 2683.32 | 0 |
| 3536154 | 127421 | None | Item2.2.3Chapter-IIVolNo.6,P.No5of105 | Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. | Point | 654.9 | 654.9 | 2.0 | False | None | None | False | None | False | 1309.8 | 0 |
| 3536155 | 127421 | None | Item2.3.2Chapter-IIVolNo.6,P.No5of105 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 30.68 | 30.68 | 30.0 | False | None | None | False | None | False | 920.4 | 0 |
| 3536156 | 127421 | None | Item2.3.3Chapter-IIVolNo.6,P.No5of105 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 49.56 | 49.56 | 30.0 | False | None | None | False | None | False | 1486.8 | 0 |
| 3536157 | 127421 | None | Item2.3.4Chapter-IIVolNo.6,P.No5of105 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 74.34 | 74.34 | 25.0 | False | None | None | False | None | False | 1858.5 | 0 |
| 3536158 | 127421 | None | Item3.4.1Chapter-IIIVolNo.6,P.No8of105 | Supplying and flush mounting powder coated / galvanized metal box size 1-2way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 162.84 | 162.84 | 2.0 | False | None | None | False | None | False | 325.68 | 0 |
| 3536159 | 127421 | None | Item3.4.2Chapter-IIIVolNo.6,P.No8of105 | Supplying and flush mounting powder coated / galvanized metal box size 3way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 187.62 | 187.62 | 2.0 | False | None | None | False | None | False | 375.24 | 0 |
| 3536160 | 127421 | None | Item3.4.4Chapter-IIIVolNo.6,P.No8of105 | Supplying and flush mounting powder coated / galvanized metal box size 6way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 259.6 | 259.6 | 2.0 | False | None | None | False | None | False | 519.2 | 0 |
| 3536161 | 127421 | None | Item3.4.5Chapter-IIIVolNo.6,P.No8of105 | Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 307.99 | 307.99 | 2.0 | False | None | None | False | None | False | 615.98 | 0 |
| 3536162 | 127421 | None | Item3.4.6Chapter-IIIVolNo.6,P.No8of105 | Supplying and flush mounting powder coated / galvanized metal box size10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 376.42 | 376.42 | 2.0 | False | None | None | False | None | False | 752.84 | 0 |
| 3536163 | 127421 | None | Item3.5.2Chapter-IIIVolNo.6,P.No8of105 | Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 189.98 | 189.98 | 3.0 | False | None | None | False | None | False | 569.94 | 0 |
| 3536164 | 127421 | None | Item3.5.3Chapter-IIIVolNo.6,P.No8of105 | Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 206.5 | 206.5 | 3.0 | False | None | None | False | None | False | 619.5 | 0 |
| 3536165 | 127421 | None | Item3.5.4Chapter-IIIVolNo.6,P.No8of105 | Supplying and fixing superior quality 6 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 276.12 | 276.12 | 3.0 | False | None | None | False | None | False | 828.36 | 0 |
| 3536166 | 127421 | None | Item3.5.5Chapter-IIIVolNo.6,P.No8of105 | Supplying and fixing superior quality 8Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 335.12 | 335.12 | 3.0 | False | None | None | False | None | False | 1005.36 | 0 |
| 3536167 | 127421 | None | Item3.5.6Chapter-IIIVolNo.6,P.No8of105 | Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 405.92 | 405.92 | 3.0 | False | None | None | False | None | False | 1217.76 | 0 |
| 3536168 | 127421 | None | Item3.6.1Chapter-IIIVolNo.6,P.No9of105 | Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293.6A One Way Switch
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 120.36 | 120.36 | 10.0 | False | None | None | False | None | False | 1203.6 | 0 |
| 3536169 | 127421 | None | Item3.6.3Chapter-IIIVolNo.6,P.No9of105 | Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293.6A Three Way socket
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 201.78 | 201.78 | 4.0 | False | None | None | False | None | False | 807.12 | 0 |
| 3536170 | 127421 | None | Item3.6.4Chapter-IIIVolNo.6,P.No9of105 | Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293.Stepped Fan Regulator Two Module
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 421.26 | 421.26 | 2.0 | False | None | None | False | None | False | 842.52 | 0 |
| 3536171 | 127421 | None | Item3.14.6Chapter-IIIVolNo.6,P.No10of105 | Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board.6A Pendant Holder ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 83.78 | 83.78 | 4.0 | False | None | None | False | None | False | 335.12 | 0 |
| 3536172 | 127421 | None | Item5.18.1Chapter-VVolNo.6,P.No17of105 | Supplying&fixingminiaturecircuitbreakersonexistingMCBdistributionboardsusingnecessaryfixingmaterialsand'C'Typecurve,indicatorON/OFF,energycross-3withShortcircuitbreakin capacityof10KandcompletewiringasrequiredconfirmingtoIEC60898.6-32 A SP ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 489.7 | 489.7 | 2.0 | False | None | None | False | None | False | 979.4 | 0 |
| 3536173 | 127421 | None | Item6.3.1Chapter-VIVolNo.6,P.No30of105 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) regular model ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 3521.12 | 3521.12 | 2.0 | False | None | None | False | None | False | 7042.24 | 0 |
| 3536174 | 127421 | None | Item11.3.2Chapter-XIVolNo.6,P.No43of105 | LED Indoor Supplying of 1x4' feet - LED PVC Square Batten 20/22W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved drivers. 2 years Warranty against any manufacturing defect working under standard electrical condition ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 814.2 | 814.2 | 2.0 | False | None | None | False | None | False | 1628.4 | 0 |
| 3536175 | 127421 | None | Item11.11.4Chapter-XIVolNo.6,P.No47of105 | Supplying&fixingofretrofittype-LEDbulb......WwithOPALacrylicdiffusercomprisingofLEDsourcewithCCT6500degreeK,CRI 70%.efficacy 80lumenperW,life 25000burninghoursandCompliancetoIS10322/IEC60598,LM&LM80.TheLEDaredrivenbyHFelectronicdriverintegratedinthesystem,withPF 0.95,powerlossshould 5%oflampWage.,shortcircuit&opencircuitprotectiontobeintegratedinthecircuit,THDlessthan20%,LifeasperLM79.Theoperatinginputvoltageshouldbebetween130to275V.BISApprovedandTestedbyNABL/CPRIaccreditedlaboratorywith2yearsWarrantyagainstanymanufacturing defect working under standard electrical condition.9W, 6500K ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 181.72 | 181.72 | 2.0 | False | None | None | False | None | False | 363.44 | 0 |
| 3536176 | 127421 | None | Item13.7.1Chapter-XIIIVolNo.6,P.No56of105 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 143.96 | 143.96 | 4.0 | False | None | None | False | None | False | 575.84 | 0 |
| 3536177 | 127421 | None | Item13.11Chapter-XIIIVolNo.6,P.No57of105 | Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 371.7 | 371.7 | 2.0 | False | None | None | False | None | False | 743.4 | 0 |