| 1709028941000 | 0 | None | None | Buildings | Demolish of Old TMC Building and Construction of new Commecial Complex near Bazar, Construction of Bus Shelters , Construction of Toilets and Supply & Erection of Sewage Pipeline from Gokak falls toilet no.06 to septic tank no.11, from lalasab temple to toilet no.4 & from septic tank no.03 banger galli to dobighat P.L line Works in TMC KONNUR limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase - 4 Project . | 12708646.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2823935 | 91283 | None | I No.01 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. PWD SR 2021-22 Volume 2 (P No: 164, I.No:19.10.1 ) | Cum | 804.3 | 804.3 | 881.82 | False | None | None | False | None | False | 709247.826 | 0 | | 2823936 | 91283 | None | I No.02 | 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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In All Types of Soil Depth Upto 3Mtrs (Vol 1, Page No. 8, I.No. 1.14.1). | Cum | 76.65 | 76.65 | 166.17 | False | None | None | False | None | False | 12736.9305 | 0 | | 2823937 | 91283 | None | I No.03 | 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 Chlorpyriphos 20% E.C. / Lindane 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. (Vol 2, Page No. 05, I.No. 4.1). | Sqm | 99.75 | 99.75 | 164.266 | False | None | None | False | None | False | 16385.5335 | 0 | | 2823938 | 91283 | None | I No.04 | 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 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 33.3002 | False | None | None | False | None | False | 200280.72288 | 0 | | 2823939 | 91283 | None | I No.05 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume 2 Page No 9-Item No 5.1.1) - | Cum | 4987.5 | 4987.5 | 27.1619 | False | None | None | False | None | False | 135469.97625 | 0 | | 2823940 | 91283 | None | I No.06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol. 2, P.No. 9, I.No. 5.4) | Cum | 5619.6 | 5619.6 | 26.9054 | False | None | None | False | None | False | 151197.58584 | 0 | | 2823941 | 91283 | None | I No.07 | 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. (Vol. 1, P.No. 7, I.No. 1.9) | Cum | 214.2 | 214.2 | 206.3463 | False | None | None | False | None | False | 44199.37746 | 0 | | 2823942 | 91283 | None | I No.08 | 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.(Volume 2 Page No 14 Item No. 6.8) | Cum | 7024.5 | 7024.5 | 95.0146 | False | None | None | False | None | False | 667430.0577 | 0 | | 2823943 | 91283 | None | I No.09 | 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, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.4.3) | Cum | 6291.6 | 6291.6 | 28.8376 | False | None | None | False | None | False | 181434.64416 | 0 | | 2823944 | 91283 | None | I No.10 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Footing Works Isolated Foundation @ 08 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 1.a) | Cum | 503.32 | 503.32 | 20.0452 | False | None | None | False | None | False | 10089.150064 | 0 | | 2823945 | 91283 | None | I No.11 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Plinth Beams of Buildings @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No. 1a) | Cum | 3145.8 | 3145.8 | 8.7924 | False | None | None | False | None | False | 27659.13192 | 0 | | 2823946 | 91283 | None | I No.12 | 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) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.2) | Cum | 6495.3 | 6495.3 | 67.3401 | False | None | None | False | None | False | 437394.15153 | 0 | | 2823947 | 91283 | None | I No.13 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Columns of Building @ 70 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 08) | Cum | 4546.71 | 4546.71 | 11.3528 | False | None | None | False | None | False | 51617.889288 | 0 | | 2823948 | 91283 | None | I No.14 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Beams & Lintel of Building @ 60 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 12) | Cum | 3897.18 | 3897.18 | 21.541 | False | None | None | False | None | False | 83949.15438 | 0 | | 2823949 | 91283 | None | I No.15 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Roof Slab of Building @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 116, Sl. No 13) | Cum | 3247.65 | 3247.65 | 4.0653 | False | None | None | False | None | False | 13202.671545 | 0 | | 2823950 | 91283 | None | I No.16 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol. 2, P.No. 84, I.No. 11.32) | Kg | 96.6 | 96.6 | 8175.1084 | False | None | None | False | None | False | 789715.47144 | 0 | | 2823951 | 91283 | None | I No.17 | 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 rawl plugs screws etc.(Volume 2 Page No 85 Item No 11.34B) | Kg | 164.85 | 164.85 | 243.0 | False | None | None | False | None | False | 40058.55 | 0 | | 2823952 | 91283 | None | I No.18 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Vol.2, P.No.100, I.No. 12.12) | Cum | 79111.2 | 79111.2 | 0.0252 | False | None | None | False | None | False | 1993.60224 | 0 | | 2823953 | 91283 | None | I No.19 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.35 mm thick one side teak and one side commercial (Vol.2, P.No.106, I.No. 12.57.5) | Sqm | 3617.25 | 3617.25 | 2.52 | False | None | None | False | None | False | 9115.47 | 0 | | 2823954 | 91283 | None | I No.20 | Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC (Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer)and lead free, gaskets -grey colour having isolated drainage andreinforced with Galvanized Iron profile through-out the window frame.The outer frame having an overall size of 108mm width x 45mmheightwith reinforcement of 1mm thickness and Sash with overall size of 39mmx 75mm with GI reinforcement of 2mm and mesh sash of size 37mmx 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm x 24 mm. Windows shall be provided with6mm plain float glass,standard hardware& Multi point locking system with touch lock. Wallthickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x2200mm. (The cost is inclusive of all fixtures andseparate charges for minor T&P's shall not be made). (Vol.2, P.No.112, I.No. 12.90) | Sqm | 7602.0 | 7602.0 | 4.05 | False | None | None | False | None | False | 30788.1 | 0 | | 2823955 | 91283 | None | I No.21 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, 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.. (Vol.2, P.No.75, I.No. 11.3) | Sqm | 6891.15 | 6891.15 | 54.0 | False | None | None | False | None | False | 372122.1 | 0 | | 2823956 | 91283 | None | I No.22 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Volume 2 Page No 41 Item No. 8.1.1) | Sqm | 223.65 | 223.65 | 707.4388 | False | None | None | False | None | False | 158218.68762 | 0 | | 2823957 | 91283 | None | I No.23 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (Vol.2, P.No.42, I.No.8.8) | Sqm | 322.35 | 322.35 | 495.2305 | False | None | None | False | None | False | 159637.551675 | 0 | | 2823958 | 91283 | None | I No.24 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge. (Vol. 2, P.No. 43, I.No. 8.12) | Sqm | 53.55 | 53.55 | 495.2305 | False | None | None | False | None | False | 26519.593275 | 0 | | 2823959 | 91283 | None | I No.25 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (Vol. 2, P.No. 60, I.No. 9.12.2) | Sqm | 1141.35 | 1141.35 | 178.314 | False | None | None | False | None | False | 203518.6839 | 0 | | 2823960 | 91283 | None | I No.26 | 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 (Vol. 2, P.No. 59, I.No. 9.6.1) | Sqm | 660.45 | 660.45 | 40.3415 | False | None | None | False | None | False | 26643.543675 | 0 | | 2823961 | 91283 | None | I No.27 | 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. (Volume 2 Page No 50 Item No 8.51) | Sqm | 87.15 | 87.15 | 707.4388 | False | None | None | False | None | False | 61653.29142 | 0 | | 2823962 | 91283 | None | I No.28 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 48 Item No 8.39) | Sqm | 99.75 | 99.75 | 707.4388 | False | None | None | False | None | False | 70567.0203 | 0 | | 2823963 | 91283 | None | I No.29 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 46 Item No 8.32) | Sqm | 117.6 | 117.6 | 495.2305 | False | None | None | False | None | False | 58239.1068 | 0 | | 2823964 | 91283 | None | I No.30 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. ( Volume 2 Page No 47 Item No 8.34.1) | Sqm | 43.05 | 43.05 | 14.67 | False | None | None | False | None | False | 631.5435 | 0 | | 2823965 | 91283 | None | I No.31 | 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 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.( Volume 2 Page No 48 Item No 8.41) | Sqm | 136.5 | 136.5 | 14.67 | False | None | None | False | None | False | 2002.455 | 0 | | 2823966 | 91283 | None | I No.32 | 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.(Volume 2 Page No 83 Item No 11.28) | Kg | 525.0 | 525.0 | 173.3119 | False | None | None | False | None | False | 90988.7475 | 0 | | 2823967 | 91283 | None | I No.33 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric 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 @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ( Volume 2 Page No 133 Item No 15.1) | Sqm | 782.25 | 782.25 | 144.704 | False | None | None | False | None | False | 113194.704 | 0 | | 2823968 | 91283 | None | I No.34 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. 125x65x2.12mm (SR. 2021-22, Vol 2, Page No. 107, Item No.12.68.1) | Nos | 39.9 | 39.9 | 4.0 | False | None | None | False | None | False | 159.6 | 0 | | 2823969 | 91283 | None | I No.35 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm (SR. 2021-22, Vol 2, Page No. 108, Item No.12.73.1) | Nos | 31.5 | 31.5 | 4.0 | False | None | None | False | None | False | 126.0 | 0 | | 2823970 | 91283 | None | I No.36 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (SR. 2021-22, Vol 2, Page No. 107, Item No.12.63) | Nos | 116.55 | 116.55 | 2.0 | False | None | None | False | None | False | 233.1 | 0 | | 2823971 | 91283 | None | I No.37 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete (SR. 2021-22, Vol 2, Page No. 107, Item No.12.58) | Nos | 114.45 | 114.45 | 1.0 | False | None | None | False | None | False | 114.45 | 0 | | 2823972 | 91283 | None | I No.38 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (SR. 2021-22, Vol 2, Page No. 107, Item No.12.62) | Nos | 183.75 | 183.75 | 2.0 | False | None | None | False | None | False | 367.5 | 0 | | 2823973 | 91283 | None | I No.39 | Providing and fixing Latches (Market Rate) | Nos | 120.0 | 120.0 | 1.0 | False | None | None | False | None | False | 120.0 | 0 | | 2823974 | 91283 | None | I No.40 | Providing and fixing Aldrops (Market Rate) | Nos | 200.0 | 200.0 | 1.0 | False | None | None | False | None | False | 200.0 | 0 | | 2823975 | 91283 | None | I No.41 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 110mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.7) | m | 384.74 | 384.74 | 16.0 | False | None | None | False | None | False | 6155.84 | 0 | | 2823976 | 91283 | None | I No.42 | 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 (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.2.1) | m | 61.0 | 61.0 | 204.0 | False | None | None | False | None | False | 12444.0 | 0 | | 2823977 | 91283 | None | I No.43 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 100 x 75 x 65 mm (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.4.2) | Sqmm | 112.0 | 112.0 | 24.0 | False | None | None | False | None | False | 2688.0 | 0 | | 2823978 | 91283 | None | I No.44 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.2) | m | 26.0 | 26.0 | 260.0 | False | None | None | False | None | False | 6760.0 | 0 | | 2823979 | 91283 | None | I No.45 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 40.0 | 40.0 | 320.0 | False | None | None | False | None | False | 12800.0 | 0 | | 2823980 | 91283 | None | I No.46 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 1.5 mm2 (PWD SR Electrical -2022-23 Part-I pg.no-4, Item -2.5.3) | m | 88.0 | 88.0 | 150.0 | False | None | None | False | None | False | 13200.0 | 0 | | 2823981 | 91283 | None | I No.47 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A 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 (PWD SR Electrical -2022-23 Part-I pg.no-2, Item -2.1.1) | Each | 276.0 | 276.0 | 10.0 | False | None | None | False | None | False | 2760.0 | 0 | | 2823982 | 91283 | None | I No.48 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A 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. Medium Point (PWD SR Electrical -2022-23 Part-I pg.no-3, Item -2.1.2) | Each | 386.0 | 386.0 | 20.0 | False | None | None | False | None | False | 7720.0 | 0 | | 2823983 | 91283 | None | I No.49 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A 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. Long Point (PWD SR Electrical -2022-23 Part-I pg.no-3, Item -2.1.3) | Each | 567.0 | 567.0 | 20.0 | False | None | None | False | None | False | 11340.0 | 0 | | 2823984 | 91283 | None | I No.50 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 100 A 25 kA - 3 Pole (PWD SR Electrical -2022-23 Part-I pg.no-12 Item -5.14.1) | Each | 5641.0 | 5641.0 | 5.0 | False | None | None | False | None | False | 28205.0 | 0 | | 2823985 | 91283 | None | I No.51 | Supplying & 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 confirming to IEC 60898. 6-32 A SP (PWD SR Electrical -2022-23 Part-I pg.no-13 Item -5.17.1) | Each | 523.0 | 523.0 | 6.0 | False | None | None | False | None | False | 3138.0 | 0 | | 2823986 | 91283 | None | I No.52 | 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 10-12 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.4.5) | Each | 325.0 | 325.0 | 16.0 | False | None | None | False | None | False | 5200.0 | 0 | | 2823987 | 91283 | None | I No.53 | 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. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.4) | Each | 302.0 | 302.0 | 12.0 | False | None | None | False | None | False | 3624.0 | 0 | | 2823988 | 91283 | None | I No.54 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.10) | Each | 375.0 | 375.0 | 6.0 | False | None | None | False | None | False | 2250.0 | 0 | | 2823989 | 91283 | None | I No.55 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16 A (PWD SR Electrical -2022-23 Part-I pg.no-10 Item -5.7.1) | Each | 125.0 | 125.0 | 19.0 | False | None | None | False | None | False | 2375.0 | 0 | | 2823990 | 91283 | None | I No.56 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 20/22 W (PWD SR Electrical -2022-23 Part-I pg.no-34 Item -11.3.2) | Each | 740.0 | 740.0 | 40.0 | False | None | None | False | None | False | 29600.0 | 0 | | 2823991 | 91283 | None | I No.57 | 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 clA. (PWD SR Electrical -2022-23 Part-I pg.no-45 Item -13.7.1) | Each | 119.0 | 119.0 | 40.0 | False | None | None | False | None | False | 4760.0 | 0 | | 2823992 | 91283 | None | I No.58 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system." 56" Sweep (1400 mm) Regular model. (PWD SR Electrical -2022-23 Part-I pg.no-22 Item -6.3.2) | Each | 2170.0 | 2170.0 | 10.0 | False | None | None | False | None | False | 21700.0 | 0 | | 2823993 | 91283 | None | I No.59 | Electronic stepped regulator. (PWD SR Electrical -2022-23 Part-I pg.no-06 Item -3.14.15) | Each | 221.0 | 221.0 | 10.0 | False | None | None | False | None | False | 2210.0 | 0 | | 2823994 | 91283 | None | I No.60 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket (PWD SR Electrical -2022-23 Part-I pg.no-05 Item -3.6.3) | Each | 162.0 | 162.0 | 36.0 | False | None | None | False | None | False | 5832.0 | 0 | | 2823995 | 91283 | None | I No.61 | 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. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.5) | Each | 363.0 | 363.0 | 4.0 | False | None | None | False | None | False | 1452.0 | 0 | | 2823996 | 91283 | None | I No.62 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.1) | Each | 88.0 | 88.0 | 32.0 | False | None | None | False | None | False | 2816.0 | 0 | | 2823997 | 91283 | None | I No.63 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m (Vol 1 P.No:9 I.No: 1.16.1 ) | Cum | 439.95 | 439.95 | 45.7056 | False | None | None | False | None | False | 20108.17872 | 0 | | 2823998 | 91283 | None | I No.64 | 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 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 8.1575 | False | None | None | False | None | False | 49062.468 | 0 | | 2823999 | 91283 | None | I No.65 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume Page No 9 Item No 5.1.1) | Cum | 4987.5 | 4987.5 | 57.2956 | False | None | None | False | None | False | 285761.805 | 0 | | 2824000 | 91283 | None | I No.66 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol-I I.No.2.3.2 P.No-16) | Cum | 6281.1 | 6281.1 | 19.6152 | False | None | None | False | None | False | 123205.03272 | 0 | | 2824001 | 91283 | None | I No.67 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (Vol-2 I.No.9.24 P.No-63) | Sqm | 3013.5 | 3013.5 | 137.928 | False | None | None | False | None | False | 415646.028 | 0 | | 2824002 | 91283 | None | I No.68 | 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 washersetc. 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. (Vol-2 I.No.11.16.2 P.No-81) | Kg | 142.8 | 142.8 | 10582.7888 | False | None | None | False | None | False | 1511222.24064 | 0 | | 2824003 | 91283 | None | I No.69 | 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 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. (Vol-2 I.No.8.41 P.No-48) | Sqm | 136.5 | 136.5 | 470.3084 | False | None | None | False | None | False | 64197.0966 | 0 | | 2824004 | 91283 | None | I No.70 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Vol. 2, P.No. 26, I.No. 7.38) | Sqm | 583.8 | 583.8 | 103.36 | False | None | None | False | None | False | 60341.568 | 0 | | 2824005 | 91283 | None | I No.71 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in 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. (Vol. 2, P.No. 13, I.No. 6.1) | Cum | 7302.75 | 7302.75 | 43.56 | False | None | None | False | None | False | 318107.79 | 0 | | 2824006 | 91283 | None | I No.72 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (Vol. 2, P.No. 42, I.No. 8.8) | Sqm | 322.35 | 322.35 | 43.632 | False | None | None | False | None | False | 14064.7752 | 0 | | 2824007 | 91283 | None | I No.73 | 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. (PWD SR 21-22, item no 11.28, Page no 83 ) | Kg | 525.0 | 525.0 | 863.68 | False | None | None | False | None | False | 453432.0 | 0 | | 2824008 | 91283 | None | I No.74 | Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings.0.63 mm thick with zinc coating not less than 275 g/m² (Volume 2 Page No 21 Item No 7.4.1) | m | 573.3 | 573.3 | 16.0 | False | None | None | False | None | False | 9172.8 | 0 | | 2824009 | 91283 | None | I No.75 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar 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 appurtenaces required to complete the work. - In all kinds of soils Depth upto 1.5 m (Vol 1, Page No. 5, I.No. 1.4.1). | Cum | 195.3 | 195.3 | 78.0735 | False | None | None | False | None | False | 15247.75455 | 0 | | 2824010 | 91283 | None | I No.76 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3). (Vol-III, I.No.1.1A,P.No-3) | Cum | 123.9 | 123.9 | 78.0735 | False | None | None | False | None | False | 9673.30665 | 0 | | 2824011 | 91283 | None | I No.77 | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 10 km = 100 t.km(Vol-III, I.No.1.4(i)A, P.No-3) | T.Km | 12.6 | 12.6 | 99.934 | False | None | None | False | None | False | 1259.1684 | 0 | | 2824012 | 91283 | None | I No.78 | 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 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 11.2959 | False | None | None | False | None | False | 67938.06096 | 0 | | 2824013 | 91283 | None | I No.79 | 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.(Vol-I ItemNo1.9 P.No-7) | Cum | 214.2 | 214.2 | 9.2221 | False | None | None | False | None | False | 1975.37382 | 0 | | 2824014 | 91283 | None | I No.80 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Vol-I I.No.2.3.2 P.No-16) | Cum | 6281.1 | 6281.1 | 28.4945 | False | None | None | False | None | False | 178976.80395 | 0 | | 2824015 | 91283 | None | I No.81 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Earth Retaining Structure Form Works Consider Cement Concrete Earth Retaining Structure @ 10%. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 9) | Cum | 628.11 | 628.11 | 28.4945 | False | None | None | False | None | False | 17897.680395 | 0 | | 2824016 | 91283 | None | I No.82 | 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. ( Vol-1 I.No. 2.5.2 P.No-17) | Cum | 6495.3 | 6495.3 | 16.9514 | False | None | None | False | None | False | 110104.42842 | 0 | | 2824017 | 91283 | None | I No.83 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Earth Retaining Structure Form Works Consider Cement Concrete Earth Retaining Structure @ 10%. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 9) | Cum | 3247.65 | 3247.65 | 16.9514 | False | None | None | False | None | False | 55052.21421 | 0 | | 2824018 | 91283 | None | I No.84 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol. 2, P.No. 84, I.No. 11.32) | Kg | 87.15 | 87.15 | 3181.217 | False | None | None | False | None | False | 277243.06155 | 0 | | 2824019 | 91283 | None | I No.85 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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.(Vol. 2, P.No. 13, I.No. 6.5) | Cum | 9303.0 | 9303.0 | 24.5093 | False | None | None | False | None | False | 228010.0179 | 0 | | 2824020 | 91283 | None | I No.86 | 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.(Vol. 2, P.No. 14, I.No. 6.15) | Sqm | 909.3 | 909.3 | 64.06 | False | None | None | False | None | False | 58249.758 | 0 | | 2824021 | 91283 | None | I No.87 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (Vol. 2, P.No. 42, I.No. 8.8) | Sqm | 322.35 | 322.35 | 152.32 | False | None | None | False | None | False | 49100.352 | 0 | | 2824022 | 91283 | None | I No.88 | 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. (Vol. 2, P.No. 41, I.No. 8.2.1) | Sqm | 260.4 | 260.4 | 84.4 | False | None | None | False | None | False | 21977.76 | 0 | | 2824023 | 91283 | None | I No.89 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol. 2, P.No. 41, I.No. 8.1.1) | Sqm | 223.65 | 223.65 | 136.98 | False | None | None | False | None | False | 30635.577 | 0 | | 2824024 | 91283 | None | I No.90 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (Vol. 2, P.No. 60, I.No. 9.11) | Sqm | 800.1 | 800.1 | 54.3199 | False | None | None | False | None | False | 43461.35199 | 0 | | 2824025 | 91283 | None | I No.91 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (Vol. 2, P.No. 65, I.No. 9.39) | Sqm | 1088.85 | 1088.85 | 58.48 | False | None | None | False | None | False | 63675.948 | 0 | | 2824026 | 91283 | None | I No.92 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. (Vol. 2, P.No. 105, I.No. 12.54) | Sqm | 498.75 | 498.75 | 22.68 | False | None | None | False | None | False | 11311.65 | 0 | | 2824027 | 91283 | None | I No.93 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.(Vol. 2, P.No. 106, I.No. 12.55) | Sqm | 3993.15 | 3993.15 | 22.68 | False | None | None | False | None | False | 90564.642 | 0 | | 2824028 | 91283 | None | I No.94 | 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 rawl plugs screws etc.(Volume 2 Page No 85 Item No 11.34B) | Kg | 164.85 | 164.85 | 54.0 | False | None | None | False | None | False | 8901.9 | 0 | | 2824029 | 91283 | None | I No.95 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). (Vol.2, P.No.110, I.No. 12.85) | Sqm | 5113.5 | 5113.5 | 4.5 | False | None | None | False | None | False | 23010.75 | 0 | | 2824030 | 91283 | None | I No.96 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 48 Item No 8.39) | Sqm | 99.75 | 99.75 | 136.98 | False | None | None | False | None | False | 13663.755 | 0 | | 2824031 | 91283 | None | I No.97 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 46 Item No 8.32) | Sqm | 117.6 | 117.6 | 152.32 | False | None | None | False | None | False | 17912.832 | 0 | | 2824032 | 91283 | None | I No.98 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (Volume 2 Page No. 133 Item No 15.2) | Sqm | 603.75 | 603.75 | 47.8399 | False | None | None | False | None | False | 28883.339625 | 0 | | 2824033 | 91283 | None | I No.99 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. (Vol. 2, P.No. 23, I.No. 7.18) | Cum | 2117.85 | 2117.85 | 9.1584 | False | None | None | False | None | False | 19396.11744 | 0 | | 2824034 | 91283 | None | I No.100 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement and tesing of joints complete as per direction of Engineer in charge . External Work, 40 mm nominal dia pipes. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.33.5) | m | 492.45 | 492.45 | 30.0 | False | None | None | False | None | False | 14773.5 | 0 | | 2824035 | 91283 | None | I No.101 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement and tesing of joints complete as per direction of Engineer in charge . External Work, 25 mm nominal dia pipes. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.33.3) | m | 313.95 | 313.95 | 30.0 | False | None | None | False | None | False | 9418.5 | 0 | | 2824036 | 91283 | None | I No.102 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, imcluding fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including tesing of joints complete as per direction of Engineer in charge . Concealed Work, including cutting chases and making good the wall etc. 20 mm nominal dia pipes. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.32.2) | m | 391.65 | 391.65 | 40.0 | False | None | None | False | None | False | 15666.0 | 0 | | 2824037 | 91283 | None | I No.103 | KSRB 13-11 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 : 1996 marked with cover and suitable locking arrangements, making necessary holes of inlet, outlet and over flow pipes,but without fittings and the base support for tank. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.34) | Ltr | 8.4 | 8.4 | 2000.0 | False | None | None | False | None | False | 16800.0 | 0 | | 2824038 | 91283 | None | I No.104 | Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length - 20 mm nominal bore (SR. 2021-22, Vol 2, Pg no 116, I no.13.8.2.2) | Set | 133.35 | 133.35 | 4.0 | False | None | None | False | None | False | 533.4 | 0 | | 2824039 | 91283 | None | I No.105 | 13.2 Providing and fixing brass bib cock of approved quality :13.2.2 20 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.2.2) | Each | 362.25 | 362.25 | 12.0 | False | None | None | False | None | False | 4347.0 | 0 | | 2824040 | 91283 | None | I No.106 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.4.3) | Each | 715.05 | 715.05 | 4.0 | False | None | None | False | None | False | 2860.2 | 0 | | 2824041 | 91283 | None | I No.107 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.4.1) | Each | 554.4 | 554.4 | 4.0 | False | None | None | False | None | False | 2217.6 | 0 | | 2824042 | 91283 | None | I No.108 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 140mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.8) | m | 697.63 | 697.63 | 34.0 | False | None | None | False | None | False | 23719.42 | 0 | | 2824043 | 91283 | None | I No.109 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 75mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.5) | m | 258.38 | 258.38 | 36.0 | False | None | None | False | None | False | 9301.68 | 0 | | 2824044 | 91283 | None | I No.110 | Providing and fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors, 100mm inlet and 100mm outlet , Sand Cast Iron S&S as per IS:1729 (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.42) | Set | 1013.25 | 1013.25 | 8.0 | False | None | None | False | None | False | 8106.0 | 0 | | 2824045 | 91283 | None | I No.111 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe - 40 mm dia (SR. 2021-22, Vol 2, Pg no 128, I no.14.28.2.2) | Each | 228.9 | 228.9 | 4.0 | False | None | None | False | None | False | 915.6 | 0 | | 2824046 | 91283 | None | I No.112 | 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 (SR. 2021-22, Vol 2, Pg no 125, I no.14.7A) | Each | 3778.95 | 3778.95 | 4.0 | False | None | None | False | None | False | 15115.8 | 0 | | 2824047 | 91283 | None | I No.113 | 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 (SR. 2021-22, Vol 2, Pg no 123, I no.14.2.1) | Each | 4227.3 | 4227.3 | 4.0 | False | None | None | False | None | False | 16909.2 | 0 | | 2824048 | 91283 | None | I No.114 | 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 an floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (SR. 2021-22, Vol 2, Pg no 123, I no.14.1.1) | Each | 4458.3 | 4458.3 | 8.0 | False | None | None | False | None | False | 35666.4 | 0 | | 2824049 | 91283 | None | I No.115 | Providing & fixing MS inspection door of size 60mm x 60cm including MS frame, Size 50mm x 50mm x 6mm and MS shutter of 3 mm thickness with hinges on top & locking arrangements, painting with all lead and lifts etc., complete, (KUWSDB SR 2018-19, Part III, I.No.12, Page No. 40) & Area Weightage is 06 % | Each | 1908.9 | 1908.9 | 4.0 | False | None | None | False | None | False | 7635.6 | 0 | | 2824050 | 91283 | None | I No.116 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge..(Volume 2 Page No 82 Item No 11.26.3) | Kg | 154.35 | 154.35 | 218.9771 | False | None | None | False | None | False | 33799.115385 | 0 | | 2824051 | 91283 | None | I No.117 | 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 (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.2.1) | m | 61.0 | 61.0 | 40.0 | False | None | None | False | None | False | 2440.0 | 0 | | 2824052 | 91283 | None | I No.118 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 100 x 75 x 65 mm (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.4.2) | Sqmm | 112.0 | 112.0 | 4.0 | False | None | None | False | None | False | 448.0 | 0 | | 2824053 | 91283 | None | I No.119 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.2) | m | 26.0 | 26.0 | 50.0 | False | None | None | False | None | False | 1300.0 | 0 | | 2824054 | 91283 | None | I No.120 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 40.0 | 40.0 | 40.0 | False | None | None | False | None | False | 1600.0 | 0 | | 2824055 | 91283 | None | I No.121 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 1.5 mm2 (PWD SR Electrical -2022-23 Part-I pg.no-4, Item -2.5.3) | m | 88.0 | 88.0 | 40.0 | False | None | None | False | None | False | 3520.0 | 0 | | 2824056 | 91283 | None | I No.122 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (PWD SR Electrical -2022-23 Part-I pg.no-12 Item -5.14.1) | Each | 5641.0 | 5641.0 | 2.0 | False | None | None | False | None | False | 11282.0 | 0 | | 2824057 | 91283 | None | I No.123 | 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 10-12 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.4.5) | Each | 325.0 | 325.0 | 2.0 | False | None | None | False | None | False | 650.0 | 0 | | 2824058 | 91283 | None | I No.124 | 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. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.5) | Each | 363.0 | 363.0 | 2.0 | False | None | None | False | None | False | 726.0 | 0 | | 2824059 | 91283 | None | I No.125 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.1) | Each | 88.0 | 88.0 | 16.0 | False | None | None | False | None | False | 1408.0 | 0 | | 2824060 | 91283 | None | I No.126 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.10) | Each | 375.0 | 375.0 | 2.0 | False | None | None | False | None | False | 750.0 | 0 | | 2824061 | 91283 | None | I No.127 | Supplying & fixing of Porcelain fuse channel with cut out on
existing wooden/panel using necessary nuts, bolts and washers. 16 A (PWD SR Electrical -2022-23 Part-I pg.no-10 Item -5.7.1) | Each | 125.0 | 125.0 | 10.0 | False | None | None | False | None | False | 1250.0 | 0 | | 2824062 | 91283 | None | I No.128 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W (PWD SR Electrical -2022-23 Part-I pg.no-34 Item -11.3.1) | Each | 496.0 | 496.0 | 10.0 | False | None | None | False | None | False | 4960.0 | 0 | | 2824063 | 91283 | None | I No.129 | 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 clA. (PWD SR Electrical -2022-23 Part-I pg.no-45 Item -13.7.1) | Each | 119.0 | 119.0 | 10.0 | False | None | None | False | None | False | 1190.0 | 0 | | 2824064 | 91283 | None | I No.130 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. .PWD Common DSR 2021-22 Volume 3(P No:7 I.No:2.4.i.A) | ha | 176715.0 | 176715.0 | 0.0433 | False | None | None | False | None | False | 7651.7595 | 0 | | 2824065 | 91283 | None | I No.131 | 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 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 35.46 | False | None | None | False | None | False | 213270.624 | 0 | | 2824066 | 91283 | None | I No.132 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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.(Vol. 2, P.No. 13, I.No. 6.5) | Cum | 9303.0 | 9303.0 | 171.377 | False | None | None | False | None | False | 1594320.231 | 0 | | 2824067 | 91283 | None | I No.133 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (Vol. 2, P.No. 42, I.No. 8.8) | Sqm | 322.35 | 322.35 | 827.3999 | False | None | None | False | None | False | 266712.357765 | 0 | | 2824068 | 91283 | None | I No.134 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm
thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.(Vol. 5, P.No. 111, I.No.13, H140A). | Each | 2216.55 | 2216.55 | 13.0 | False | None | None | False | None | False | 28815.15 | 0 | | 2824069 | 91283 | None | I No.135 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 250 mm dia. (Vol. 5, P.No. 185, I.No.3.1, T050A) | m | 1118.25 | 1118.25 | 386.2 | False | None | None | False | None | False | 431868.15 | 0 |
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