| 1721996619000 | 0 | None | None | Buildings | Improvements to BBMP Hafeeza School in Ward No 119 Shivaji Nagar and Construction of RCC drain at lndira Canteen in Ward No 119 Shivaji Nagar (Package No 02) | 47100427.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3630897 | 132038 | None | code01 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges unto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizes 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 (I.No.2.5.2, P.No.16, SR:2023-24 Vol-1) for Columns | Cum | 16609.74 | 16609.74 | 36.447 | False | None | None | False | None | False | 605375.19378 | 0 | | 3630898 | 132038 | None | code02 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges unto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizes 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 (I.No.2.5.2, P.No.16, SR:2023-24 Vol-1) for Beams | Cum | 15721.51 | 15721.51 | 78.78 | False | None | None | False | None | False | 1238540.5578 | 0 | | 3630899 | 132038 | None | code03 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges unto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizes 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 (I.No.2.5.2, P.No.16, SR:2023-24 Vol-1) for Roof slab | Cum | 14833.29 | 14833.29 | 142.58 | False | None | None | False | None | False | 2114930.4882 | 0 | | 3630900 | 132038 | None | code04 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges unto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizes 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I.No.2.5.1, P.No.16, SR:2023-24 Vol-1) for Chejja | Cum | 13941.29 | 13941.29 | 1.647 | False | None | None | False | None | False | 22961.30463 | 0 | | 3630901 | 132038 | None | code05 | 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 plasticizes, 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (I.No.2.4.1, P.No.16, SR:2023-24 Vol-1) | Cum | 8561.76 | 8561.76 | 0.4209 | False | None | None | False | None | False | 3603.644784 | 0 | | 3630902 | 132038 | None | code06 | 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 ancillary operations complete as per drawing and technical specification. Buildings (I.TM No.2.11 a, P.No.18, SR:2023-24 Vol-1) | Tonne | 119598.64 | 119598.64 | 39.8478 | False | None | None | False | None | False | 4765742.686992 | 0 | | 3630903 | 132038 | None | code07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (I.TM No.6.33, P.No.17, SR:2023-24 Vol-2) | Sqm | 1645.77 | 1645.77 | 375.012 | False | None | None | False | None | False | 617183.49924 | 0 | | 3630904 | 132038 | None | code08 | 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 thee shod 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 absorbents 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 carbon steel galvanized dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (I.TM No.11.14.3.2, P.No.82, SR:2023-24 Vol-2) | Mtr | 696.54 | 696.54 | 210.5 | False | None | None | False | None | False | 146621.67 | 0 | | 3630905 | 132038 | None | code09 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemical treated hard wood battens and internal frame with minimum 45 mm wide wooden frame around door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door using liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification. -do- 30 mm thick one side teak and one side commercial (I.TM No.12.57.2, P.No.104, SR:2023-24 Vol-2) | Sqm | 4669.93 | 4669.93 | 103.845 | False | None | None | False | None | False | 484948.88085 | 0 | | 3630906 | 132038 | None | code10 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No. 91, I.No. 11.44 SR:2023-24 Vol-2) | Sqm | 5809.0 | 5809.0 | 42.0 | False | None | None | False | None | False | 243978.0 | 0 | | 3630907 | 132038 | None | code11 | Providing and fixing M.S. grills 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 openings /wooden frames with raw plugs screws etc. (P.No. 86, I.No. 11.34B SR:2023-24 Vol-2) | Kgs | 244.66 | 244.66 | 811.44 | False | None | None | False | None | False | 198526.9104 | 0 | | 3630908 | 132038 | None | code12 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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 (P.No. 41, I.No. 8.3.1 SR:2023-24 Vol-2) | Sqm | 473.27 | 473.27 | 878.59 | False | None | None | False | None | False | 415810.2893 | 0 | | 3630909 | 132038 | None | code13 | 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 1:3 (1 cement : 3 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.(P.No. 42, I.No. 8.9 SR:2023-24 Vol-2) | Sqm | 514.72 | 514.72 | 2984.959 | False | None | None | False | None | False | 1536418.09648 | 0 | | 3630910 | 132038 | None | code14 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (P.No. 41, I.No. 8.4.1 SR:2023-24 Vol-2) | Sqm | 431.83 | 431.83 | 864.25 | False | None | None | False | None | False | 373209.0775 | 0 | | 3630911 | 132038 | None | code15 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finx0002shed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. (P.No. 64, I.No. 9.30 SR:2023-24 Vol-2) | Sqm | 7123.21 | 7123.21 | 1035.6745 | False | None | None | False | None | False | 7377326.955145 | 0 | | 3630912 | 132038 | None | code16 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and micro cracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks unto 0.5mm in width & resist hydro-static pressure unto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel reenforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. IE., integral crystalline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) (P.No. 150, I.No. 15.7 SR:2023-24 Vol-2) | Sqm | 822.21 | 822.21 | 73.14 | False | None | None | False | None | False | 60136.4394 | 0 | | 3630913 | 132038 | None | code17 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanized iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment) (P.No. 43, I.No. 8.16.2 SR:2023-24 Vol-2) | m | 49.32 | 49.32 | 250.0 | False | None | None | False | None | False | 12330.0 | 0 | | 3630914 | 132038 | None | code18 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No. 85, I.No. 11.28 SR:2023-24 Vol-2) | Kgs | 755.37 | 755.37 | 1262.64 | False | None | None | False | None | False | 953760.3768 | 0 | | 3630915 | 132038 | None | code19 | 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 (P.No. 50, I.No. 8.51 SR:2023-24 Vol-2) | Sqm | 133.69 | 133.69 | 3849.209 | False | None | None | False | None | False | 514600.75121 | 0 | | 3630916 | 132038 | None | code20 | Applying one coat of water thinkable cement primer of approved brand and manufacture on wall surface :Water thinkable cement primer to give an even shade after thoroughly booming 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. (P.No. 45, I.No. 8.27 SR:2023-24 Vol-2) | Sqm | 70.85 | 70.85 | 3849.209 | False | None | None | False | None | False | 272716.45765 | 0 | | 3630917 | 132038 | None | code21 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly booming 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. (P.No. 45, I.No. 8.29 SR:2023-24 Vol-2) | Sqm | 378.35 | 378.35 | 878.59 | False | None | None | False | None | False | 332414.5265 | 0 | | 3630918 | 132038 | None | code22 | Applying priming coat: With ready mixed red oxide zinc chromatic primer of approved brand and manufacture on steel galvanized iron/ steel works including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No. 47, I.No. 8.34.3 SR:2023-24 Vol-2) | Sqm | 66.84 | 66.84 | 19.875 | False | None | None | False | None | False | 1328.445 | 0 | | 3630919 | 132038 | None | code23 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly booming 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. (P.No. 48, I.No. 8.41 SR:2023-24 Vol-2) | Sqm | 223.26 | 223.26 | 42.0 | False | None | None | False | None | False | 9376.92 | 0 | | 3630920 | 132038 | None | code24 | Providing and laying water proofing treatment to the Roof with PU based single component Plastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geotextile over the wax0002waterproofing membrane. The finished cost to include surface preparation, making caving at Junction, Bore Packing, treatment of construction joints completely as per specification. (P.No. 149, I.No. 15.1 SR:2023-24 Vol-2) | Sqm | 1092.27 | 1092.27 | 1085.73 | False | None | None | False | None | False | 1185910.3071 | 0 | | 3630921 | 132038 | None | code25 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) 78, solar reflection 0.70 and initial remittance 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1 4 (1 cement 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1 1, including rubbing and polishing of the surface unto 3 cuts complete, including providing skirting unto 150 mm height along the parapet walls in the same manner as per direction of incharge. (P.No. 29, I.No. 7.46 SR:2023 24 Vol-2) | Sqm | 1878.4 | 1878.4 | 1066.5125 | False | None | None | False | None | False | 2003337.08 | 0 | | 3630922 | 132038 | None | code26 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (P.No. 131, I.No. 14.1.1 SR:2023-24 Vol-2) | Each | 6529.61 | 6529.61 | 10.0 | False | None | None | False | None | False | 65296.1 | 0 | | 3630923 | 132038 | None | code27 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid(P.No. 131, I.No. 14.2.1 SR:2023-24 Vol-2) | Each | 6468.11 | 6468.11 | 10.0 | False | None | None | False | None | False | 64681.1 | 0 | | 3630924 | 132038 | None | code28 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern (P.No. 131, I.No. 14.4.1 SR:2023-24 Vol-2) | Each | 5954.73 | 5954.73 | 7.0 | False | None | None | False | None | False | 41683.11 | 0 | | 3630925 | 132038 | None | code29 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (P.No. 133, I.No. 14.7A SR:2023-24 Vol-2) | Each | 5509.52 | 5509.52 | 6.0 | False | None | None | False | None | False | 33057.12 | 0 | | 3630926 | 132038 | None | code30 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25 mm nominal dia Pipes (P.No. 122, I.No. 13.31.3 SR:2023-24 Vol-2) | Mtr | 412.76 | 412.76 | 150.0 | False | None | None | False | None | False | 61914.0 | 0 | | 3630927 | 132038 | None | code31 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 32 mm nominal dia Pipes (P.No. 122, I.No. 13.31.4 SR:2023-24 Vol-2) | Mtr | 519.2 | 519.2 | 250.0 | False | None | None | False | None | False | 129800.0 | 0 | | 3630928 | 132038 | None | code32 | Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gs Geo textile for subsoil drainage system including all necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene (HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kn/m22. Resistance to Acid with 3% H Cl for 24 hrs without mass loss, change in colour, softening, cracking or palling.3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or palling.(Excavated material to be trellised in roadway at site) 110mm dia HDPE Pipe (P.No. 19, I.No. 3.14.1 SR:2023-24 Vol-3) | m | 1438.54 | 1438.54 | 80.0 | False | None | None | False | None | False | 115083.2 | 0 | | 3630929 | 132038 | None | code33 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore (P.No. 117, I.No. 13.5.2 SR:2023-24 Vol-2) | Each | 407.57 | 407.57 | 3.0 | False | None | None | False | None | False | 1222.71 | 0 | | 3630930 | 132038 | None | code34 | Gunmetal non-return valve-vertical (screwed end) 25 mm dia (P.No. A-25, Sl.No. 422 SR:2023-24 Vol-2) | Nos | 590.0 | 590.0 | 1.0 | False | None | None | False | None | False | 590.0 | 0 | | 3630931 | 132038 | None | code35 | Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g (P.No. 120, I.No. 13.20.2 SR:2023-24 Vol-2) | Each | 407.57 | 407.57 | 7.0 | False | None | None | False | None | False | 2852.99 | 0 | | 3630932 | 132038 | None | code36 | G.I. Union 40 mm nominal bore (P.No. A-23, Sl.No. 369 SR:2023-24 Vol-2) | Each | 339.84 | 339.84 | 7.0 | False | None | None | False | None | False | 2378.88 | 0 | | 3630933 | 132038 | None | code37 | 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 necessary. 19/20 mm dia 2 mm thick. (P.No. 2, Sl.No. 1.2.1 SR:2023-24 Vol-6) | Mtr | 77.88 | 77.88 | 500.0 | False | None | None | False | None | False | 38940.0 | 0 | | 3630934 | 132038 | None | code38 | 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 necessary. 25 mm dia 2 mm thick. (P.No. 2, Sl.No. 1.2.2 SR:2023-24 Vol-6) | Mtr | 92.04 | 92.04 | 300.0 | False | None | None | False | None | False | 27612.0 | 0 | | 3630935 | 132038 | None | code39 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm 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 unto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick (P.No. 2, Sl.No. 1.3.1 SR:2023-24 Vol-6) | Mtr | 80.24 | 80.24 | 300.0 | False | None | None | False | None | False | 24072.0 | 0 | | 3630936 | 132038 | None | code40 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm 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 unto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick (P.No. 2, Sl.No. 1.3.2 SR:2023-24 Vol-6) | Mtr | 93.22 | 93.22 | 300.0 | False | None | None | False | None | False | 27966.0 | 0 | | 3630937 | 132038 | None | code41 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm 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 unto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 32 mm dia 2.5 mm thick (P.No. 2, Sl.No. 1.3.3 SR:2023-24 Vol-6) | Mtr | 116.82 | 116.82 | 30.0 | False | None | None | False | None | False | 3504.6 | 0 | | 3630938 | 132038 | None | code42 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010(P.No. 5, Sl.No.2.3.1 SR:2023-24 Vol-6) | Mtr | 22.42 | 22.42 | 300.0 | False | None | None | False | None | False | 6726.0 | 0 | | 3630939 | 132038 | None | code43 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010(P.No. 5, Sl.No.2.3.2 SR:2023-24 Vol-6) | Mtr | 30.68 | 30.68 | 400.0 | False | None | None | False | None | False | 12272.0 | 0 | | 3630940 | 132038 | None | code44 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010(P.No. 5, Sl.No.2.3.3 SR:2023-24 Vol-6) | Mtr | 49.56 | 49.56 | 300.0 | False | None | None | False | None | False | 14868.0 | 0 | | 3630941 | 132038 | None | code45 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010(P.No. 5, Sl.No.2.3.4 SR:2023-24 Vol-6) | Mtr | 74.34 | 74.34 | 200.0 | False | None | None | False | None | False | 14868.0 | 0 | | 3630942 | 132038 | None | code46 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010. (P.No. 6, Sl.No.2.3.6 SR:2023-24 Vol-6) | Mtr | 197.06 | 197.06 | 50.0 | False | None | None | False | None | False | 9853.0 | 0 | | 3630943 | 132038 | None | code47 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multi strand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(5/2.3)(P.No. 5, Sl.No.2.1.1 SR:2023-24 Vol-6) | Point | 336.3 | 336.3 | 9.0 | False | None | None | False | None | False | 3026.7 | 0 | | 3630944 | 132038 | None | code48 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multi strand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(5/2.3)(P.No. 5, Sl.No.2.1.2 SR:2023-24 Vol-6) | Point | 464.92 | 464.92 | 9.0 | False | None | None | False | None | False | 4184.28 | 0 | | 3630945 | 132038 | None | code49 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multi strand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(5/2.3)(P.No. 5, Sl.No.2.1.3 SR:2023-24 Vol-6) | Point | 672.6 | 672.6 | 9.0 | False | None | None | False | None | False | 6053.4 | 0 | | 3630946 | 132038 | None | code50 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required conforming to IEC60898.5-32Amps DP. (P.No. 17, Sl.No.5.18.4 SR:2023-24 Vol-6) | Nos | 872.02 | 872.02 | 1.0 | False | None | None | False | None | False | 872.02 | 0 | | 3630947 | 132038 | None | code51 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required conforming to IEC60898.5-32Amps DP. (P.No. 17, Sl.No.5.18.1 SR:2023-24 Vol-6) | Nos | 489.7 | 489.7 | 9.0 | False | None | None | False | None | False | 4407.3 | 0 | | 3630948 | 132038 | None | code52 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required conforming to IEC60898.5-32Amps DP. (P.No. 17, Sl.No.5.18.9 SR:2023-24 Vol-6) | Nos | 3643.84 | 3643.84 | 1.0 | False | None | None | False | None | False | 3643.84 | 0 | | 3630949 | 132038 | None | code53 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required conforming to IEC60898.5-32Amps DP. (P.No. 17, Sl.No.5.18.8 SR:2023-24 Vol-6) | Nos | 3591.92 | 3591.92 | 2.0 | False | None | None | False | None | False | 7183.84 | 0 | | 3630950 | 132038 | None | code54 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure,III-Single Door.Group A12Way SP &N (P.No. 18, Sl.No.5.19.4 SR:2023-24 Vol-6) | Nos | 2198.34 | 2198.34 | 2.0 | False | None | None | False | None | False | 4396.68 | 0 | | 3630951 | 132038 | None | code55 | Supplying and fixing regular MCB distribution boards on wall/wood board/flush mounting using required clamps, bolts, nuts etc. with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with power coated painting etc., complete: Double door: 6 way TP &N , Group (A)(P.No. 18, Sl.No.5.19.12 SR:2023-24 Vol-6) | Nos | 5829.2 | 5829.2 | 4.0 | False | None | None | False | None | False | 23316.8 | 0 | | 3630952 | 132038 | None | code56 | Electronic stepped regulator (P.No. 10, Sl.No.3.14.16 SR:2023-24 Vol-6) | Nos | 331.58 | 331.58 | 10.0 | False | None | None | False | None | False | 3315.8 | 0 | | 3630953 | 132038 | None | code57 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket (8/18) TV/Telephone Socket. (P.No. 9, Sl.No.3.6.11 SR:2023-24 Vol-6) | Nos | 184.08 | 184.08 | 50.0 | False | None | None | False | None | False | 9204.0 | 0 | | 3630954 | 132038 | None | code58 | Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube. 1 x 2' Tube light fitting. (P.No. 47, Sl.No.11.14.1 SR:2023-24 Vol-6) | Nos | 292.64 | 292.64 | 20.0 | False | None | None | False | None | False | 5852.8 | 0 | | 3630955 | 132038 | None | code59 | Supplying And Fixing Metal Fan Box with Round Hook. (P.No. 4, Itm.No.1.13 SR:2023-24 Vol-6) | Nos | 138.06 | 138.06 | 25.0 | False | None | None | False | None | False | 3451.5 | 0 | | 3630956 | 132038 | None | code60 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (P.No. 9, Itm.No.3.6.1 SR:2023-24 Vol-6) | Nos | 120.36 | 120.36 | 150.0 | False | None | None | False | None | False | 18054.0 | 0 | | 3630957 | 132038 | None | code61 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (P.No. 9, Itm.No.3.6.3 SR:2023-24 Vol-6) | Nos | 138.06 | 138.06 | 50.0 | False | None | None | False | None | False | 6903.0 | 0 | | 3630958 | 132038 | None | code62 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (P.No. 9, Itm.No.3.6.7 SR:2023-24 Vol-6) | Nos | 212.4 | 212.4 | 12.0 | False | None | None | False | None | False | 2548.8 | 0 | | 3630959 | 132038 | None | code63 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (P.No. 9, Itm.No.3.6.10 SR:2023-24 Vol-6) | Nos | 278.48 | 278.48 | 20.0 | False | None | None | False | None | False | 5569.6 | 0 | | 3630960 | 132038 | None | code64 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (P.No. 9, Itm.No.3.6.9 SR:2023-24 Vol-6) | Nos | 384.68 | 384.68 | 7.0 | False | None | None | False | None | False | 2692.76 | 0 | | 3630961 | 132038 | None | code65 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P.No.8, Itm.No.3.4.1 SR:2023-24 Vol-6) | Each | 162.84 | 162.84 | 25.0 | False | None | None | False | None | False | 4071.0 | 0 | | 3630962 | 132038 | None | code66 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P.No.8, Itm.No.3.4.3 SR:2023-24 Vol-6) | Each | 208.86 | 208.86 | 8.0 | False | None | None | False | None | False | 1670.88 | 0 | | 3630963 | 132038 | None | code67 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P.No.8, Itm.No.3.4.4 SR:2023-24 Vol-6) | Each | 259.6 | 259.6 | 15.0 | False | None | None | False | None | False | 3894.0 | 0 | | 3630964 | 132038 | None | code68 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P.No.8, Itm.No.3.4.5 SR:2023-24 Vol-6) | Each | 307.98 | 307.98 | 4.0 | False | None | None | False | None | False | 1231.92 | 0 | | 3630965 | 132038 | None | code69 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P.No.8, Itm.No.3.4.6 SR:2023-24 Vol-6) | Each | 376.42 | 376.42 | 4.0 | False | None | None | False | None | False | 1505.68 | 0 | | 3630966 | 132038 | None | code70 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P.No.8, Itm.No.3.4.7 SR:2023-24 Vol-6) | Each | 428.34 | 428.34 | 12.0 | False | None | None | False | None | False | 5140.08 | 0 | | 3630967 | 132038 | None | code71 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (P.No.8, Itm.No.3.5.1 SR:2023-24 Vol-6) | Each | 161.66 | 161.66 | 30.0 | False | None | None | False | None | False | 4849.8 | 0 | | 3630968 | 132038 | None | code72 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (P.No.8, Itm.No.3.5.3 SR:2023-24 Vol-6) | Each | 206.5 | 206.5 | 15.0 | False | None | None | False | None | False | 3097.5 | 0 | | 3630969 | 132038 | None | code73 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (P.No.8, Itm.No.3.5.5 SR:2023-24 Vol-6) | Each | 335.12 | 335.12 | 4.0 | False | None | None | False | None | False | 1340.48 | 0 | | 3630970 | 132038 | None | code74 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (P.No.8, Itm.No.3.5.6 SR:2023-24 Vol-6) | Each | 405.92 | 405.92 | 4.0 | False | None | None | False | None | False | 1623.68 | 0 | | 3630971 | 132038 | None | code75 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (P.No.8, Itm.No.3.5.7 SR:2023-24 Vol-6) | Each | 468.46 | 468.46 | 12.0 | False | None | None | False | None | False | 5621.52 | 0 | | 3630972 | 132038 | None | code76 | Supplying and fixing PVC/metal conduit Deep junction box (P.No.2 Itm.No.1.5.1 SR:2023-24 Vol-6) | Each | 57.82 | 57.82 | 210.0 | False | None | None | False | None | False | 12142.2 | 0 | | 3630973 | 132038 | None | code77 | GI Pipe - 40 mm Dia (P.No.38 Sl.No.45 SR:2023-24 Vol-6) | Mtr | 295.0 | 295.0 | 40.0 | False | None | None | False | None | False | 11800.0 | 0 | | 3630974 | 132038 | None | code78 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ls I specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia.(P.No.54 Itm.No.12.56 SR:2023-24 Vol-6) | Nos | 4141.8 | 4141.8 | 12.0 | False | None | None | False | None | False | 49701.6 | 0 | | 3630975 | 132038 | None | code79 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum.(Tipper 14 m3) (P.No. 4, I.No.1.1 C of Vol-3 PWD & IWTD SR 2023-24) | Cum | 111.62 | 111.62 | 2153.55 | False | None | None | False | None | False | 240379.251 | 0 | | 3630976 | 132038 | None | code80 | Cost of Haulage Excluding Loading and Unloading Taking output 25 t load and lead 10 km = 250 t.km(P.No. 3, I.No.1.4 (i) C of Vol-3 PWD & IWTD SR 2023-24) | T.Km | 174.45 | 174.45 | 2153.55 | False | None | None | False | None | False | 375686.7975 | 0 | | 3630977 | 132038 | None | code81 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (PWD BC SR 2023-24, Vol -3, Page 17 Item No 3.3) | Sqm | 64.9 | 64.9 | 1315.0 | False | None | None | False | None | False | 85343.5 | 0 | | 3630978 | 132038 | None | code82 | Construction of Embankment by excavating the available approved Gravel/Murmur 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 appurtenances required to complete the work.(PWD BC SR 2023-24, Vol -1, Page 7 Item No 1.8) | Sqm | 615.25 | 615.25 | 394.5 | False | None | None | False | None | False | 242716.125 | 0 | | 3630979 | 132038 | None | code83 | Providing and laying in position Cement Concrete for leveling 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates, (PWD BC SR 2023-24, Vol -1 Page 15, Item No 2.1.4) | Sqm | 8069.66 | 8069.66 | 197.25 | False | None | None | False | None | False | 1591740.435 | 0 | | 3630980 | 132038 | None | code84 | 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) Light shade pigment using white cement (P.No.59/ I.No. 9.6.1 Vol-2) | Sqm | 1647.16 | 1647.16 | 1315.0 | False | None | None | False | None | False | 2166015.4 | 0 | | 3630981 | 132038 | None | code85 | Earth work excavation by manual means for drains, canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. (PWD BC SR 2023-24, Vol -1 , Page 6, Item No 1.5.1 | Cum | 388.1 | 388.1 | 258.75 | False | None | None | False | None | False | 100420.875 | 0 | | 3630982 | 132038 | None | code86 | Earth work excavation by manual means for drains, canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. Depth exceeding 1.5m, but not exceeding 3 m (PWD BC SR 2023-24, Vol -1 , Page 6, Item No 1.5.2 | Cum | 577.61 | 577.61 | 103.5 | False | None | None | False | None | False | 59782.635 | 0 | | 3630983 | 132038 | None | code87 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorophyll 20% E.C. / Landline 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. (PWD BC SR 2023-24, Vol -2 , Page 5, Item No 4.1 | Sqm | 153.16 | 153.16 | 172.5 | False | None | None | False | None | False | 26420.1 | 0 | | 3630984 | 132038 | None | code88 | Providing and laying in position plain cement concrete for leveling 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 machinery, 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. (PWD BC SR 2023-24, Vol -1, Page 15, Item No 2.1.3) | Cum | 7773.72 | 7773.72 | 25.875 | False | None | None | False | None | False | 201145.005 | 0 | | 3630985 | 132038 | None | code89 | 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD BC SR 2023-24, Vol -1, Page 16, Item No 2.3.3) | Cum | 9430.61 | 9430.61 | 156.1875 | False | None | None | False | None | False | 1472943.399375 | 0 | | 3630986 | 132038 | None | code90 | 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 ancillary operations complete as per drawing and technical specification. Buildings (I.TM No.2.11 h, P.No.18, SR:2023-24 Vol-1) | Tonne | 102556.27 | 102556.27 | 23.42 | False | None | None | False | None | False | 2401867.8434 | 0 | | 3630987 | 132038 | None | code91 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.( It No 6.32 page no. 17, Vol-2 PWD SR 2023-24 ) | Sqm | 1700.38 | 1700.38 | 67.5 | False | None | None | False | None | False | 114775.65 | 0 | | 3630988 | 132038 | None | code92 | Providing and laying in position Cement Concrete for leveling 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ( It No 8.8 page no. 42, Vol-2 PWD SR 2023-24 ) | Cum | 8103.41 | 8103.41 | 0.75 | False | None | None | False | None | False | 6077.5575 | 0 | | 3630989 | 132038 | None | code93 | Providing 18mm thick cement plaster in single coat with cement mortar 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. (FOR INTERNAL WALLS) - cement mortar 1:4( It No 8.8 page no. 42, Vol-2 PWD SR 2023-24 ) | Sqm | 481.55 | 481.55 | 142.5 | False | None | None | False | None | False | 68620.875 | 0 | | 3630990 | 132038 | None | code94 | Providing and fixing M.S. grills 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 openings /wooden frames with raw plugs screws etc. ( It No 11.34A page no. 86, Vol-2 PWD SR 2023-24 ) | Kgs | 218.06 | 218.06 | 1417.5 | False | None | None | False | None | False | 309100.05 | 0 | | 3630991 | 132038 | None | code95 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly booming 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.( It No 8.29 page no. 45, Vol-2 PWD SR 2023-24 ) | Sqm | 367.33 | 367.33 | 142.5 | False | None | None | False | None | False | 52344.525 | 0 | | 3630992 | 132038 | None | code96 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such similar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenances required to complete the work Depth exceeding 1.5m, but not exceeding 3 m (I.TM No.2.11 h, P.No.187, SR:2023-24 Vol-1) | Cum | 336.18 | 336.18 | 62.9565 | False | None | None | False | None | False | 21164.71617 | 0 | | 3630993 | 132038 | None | code97 | Providing and laying in position Cement Concrete for leveling 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (I.TM No.2.1.2 h, P.No.15, SR:2023-24 Vol-1) | Cum | 7351.87 | 7351.87 | 2.4 | False | None | None | False | None | False | 17644.488 | 0 | | 3630994 | 132038 | None | code98 | 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 plasticizes, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I.TM No.2.4.4 h, P.No.16, SR:2023-24 Vol-1) | Cum | 9013.64 | 9013.64 | 10.368 | False | None | None | False | None | False | 93453.41952 | 0 | | 3630995 | 132038 | None | code99 | 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 ancillary operations complete as per drawing and technical specification. Foundations of Bridges (I.TM No.2.11 b P.No.18, SR:2023-24 Vol-1) | Tonne | 111895.3 | 111895.3 | 1.63 | False | None | None | False | None | False | 182389.339 | 0 | | 3630996 | 132038 | None | code100 | Providing and fixing 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. .(P.No.82 I.No. 11.16.2 of Volume-2 CSR 2023-24) | Kgs | 196.53 | 196.53 | 4249.412 | False | None | None | False | None | False | 835136.94036 | 0 | | 3630997 | 132038 | None | code101 | Providing and fixing Over deck insulation with cast in situ polyurethane foam (PUF) spray 70mm thick average with PU foam spray including necessary fasteners etc., complete covered with two layers of 40mm thick cement concrete screed with mix proportion 1:1.5:3 (M20grade) smooth finished with floating coat of neat cement, including necessary polymerized plaster reinforced with glass fibre mesh for PUF slab, epoxy bases bonding adhesive etc., complete (The cost of concrete to be paid separately) ( It No 16.33 page no. 165, Vol-2 PWD SR 2023-24 ) | Sqm | 3183.99 | 3183.99 | 43.5 | False | None | None | False | None | False | 138503.565 | 0 | | 3630998 | 132038 | None | code102 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engine-in-charge. ( It.No.8.36.1 page no. 47, Vol-2 PWD CSR 2023-24) | Sqm | 228.44 | 228.44 | 219.76 | False | None | None | False | None | False | 50201.9744 | 0 | | 3630999 | 132038 | None | code103 | Earth work excavation by manual means for drains, canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. (PWD BC SR 2023-24, Vol -1 , Page 6, Item No 1.5.1 | Cum | 388.1 | 388.1 | 1039.79 | False | None | None | False | None | False | 403542.499 | 0 | | 3631000 | 132038 | None | code104 | 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 unto 1.5 m. (PWD SR 2023-24, Vol-1 ; Page No. 7 ; Item No. 1.9) | Cum | 345.26 | 345.26 | 155.9685 | False | None | None | False | None | False | 53849.68431 | 0 | | 3631001 | 132038 | None | code105 | 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 plasticizes 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. (PWD BC SR 2023-24, Vol -1, Page 15, Item No 2.2.3) | Cum | 8597.95 | 8597.95 | 117.72 | False | None | None | False | None | False | 1012150.674 | 0 | | 3631002 | 132038 | None | code106 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD BC SR 2023-24, Vol -1, Page 16, Item No 2.4.3) | Cum | 10840.89 | 10840.89 | 241.74 | False | None | None | False | None | False | 2620676.7486 | 0 | | 3631003 | 132038 | None | code107 | Providing and fixing RCC Precast cover slab of 23 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including form work, lift charges, curing and concrete finished surfaces on both sides etc, complete and as per drawing and the directions of Engineer incharge. (Approved Data Rate Excluding GST) Yelahanka Zone | Cum | 5943.66 | 5943.66 | 63.0 | False | None | None | False | None | False | 374450.58 | 0 | | 3631004 | 132038 | None | code108 | 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 ancillary operations complete as per drawing and technical specification. All other type of structures (I.TM No.2.11 h, P.No.18, SR:2023-24 Vol-1) | Tonne | 102556.27 | 102556.27 | 29.9655 | False | None | None | False | None | False | 3073149.908685 | 0 | | 3631005 | 132038 | None | code109 | Providing and fixing RCC Precast cover slab of 10 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including form work, lift charges, curing and concrete finished surfaces on both sides etc, complete and as per drawing and the directions of Engineer incharge. (Approved Data Rate Excluding GST) Yelahanka Zone | Sqm | 2444.96 | 2444.96 | 700.8 | False | None | None | False | None | False | 1713427.968 | 0 | | 3631006 | 132038 | None | code110 | Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top and bottom width 114 and 165 mm respectively 400mm in length finished with CM 1:3 Plastering and finishing cutting including formwork, curing, Including cost of materials, labour charges of machinery, loading & unloading, lead and lift, transportation etc.,complete as directed by the Engineer in Charge of the work.(Approved Data Rate Excluding GST) Yelahanka Zone | Nos | 598.26 | 598.26 | 779.0 | False | None | None | False | None | False | 466044.54 | 0 | | 3631007 | 132038 | None | code111 | Painting Two Coats on New Concrete Surfaces,Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (KWPD 2023-24, V-III, Item No.8.10, Page No.66) | Sqm | 141.48 | 141.48 | 175.2 | False | None | None | False | None | False | 24787.296 | 0 | | 3631008 | 132038 | None | code112 | Cost of Haulage Excluding Loading and Unloading Taking output 25t load and lead 10km=250 t.km (V-III Page No.5, Item No.1.4 (ii) C SR 2023-24) | Cum | 103.84 | 103.84 | 883.8215 | False | None | None | False | None | False | 91776.02456 | 0 |
|