| 1718949556000 | 1 | None | None | Other Works | PKG NO-02 Development work of park near Nalanda School under Shigaon Municipality (Rs. 32.00 Lakhs). Renovation work of the office building of the new office building of Shigggaon Municipality (Rs. 25.00 lakhs) Sewer construction work and high mast construction work in Hindu cemetery. (Rs 14.03 lakh). Construction of Shed in Kshatriya Samaj Cemetery (Rs. 8.00 Lakh) Under Nagaroothan Phase-04 ULB Shiggaon | 6701523.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3322846 | 116383 | None | code01 | 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.(ii) By Mechanical Means using Dozer(b) In area of thorny jungle(KPWD CSR-2023-24-Vol-03-P.NO-09,I.NO-2.5) | ha | 49852.0 | 49852.0 | 0.21 | False | None | None | False | None | False | 10468.92 | 0 | | 3322847 | 116383 | None | code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth (KPWD CSR-2023-24-Vol-01-P.NO-08,I.NO-1.12) | Cum | 97.85 | 97.85 | 223.5 | False | None | None | False | None | False | 21869.475 | 0 | | 3322848 | 116383 | None | code03 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(KPWD CSR-2023-24-Vol-01-P.NO-33,I.NO-1.8) | Cum | 488.22 | 488.22 | 149.0 | False | None | None | False | None | False | 72744.78 | 0 | | 3322849 | 116383 | None | code04 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work-In ordinary/soft rock without blasting upto 1.5 m depth(Page No.08. Iitem no.1.15.1 of Vol-1-CSR-KPWD 2023-2024) | Cum | 373.89 | 373.89 | 170.1 | False | None | None | False | None | False | 63598.689 | 0 | | 3322850 | 116383 | None | code05 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates(KPWD CSR-2023-24-Vol-1, Page No 15, I No 2.1.3) | Cum | 6168.67 | 6168.67 | 50.642 | False | None | None | False | None | False | 312393.78614 | 0 | | 3322851 | 116383 | None | code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(Page No.09. Iitem no.5.4 of Vol-2-CSR-KPWD 2023-2024) | Cum | 6580.67 | 6580.67 | 102.6 | False | None | None | False | None | False | 675176.742 | 0 | | 3322852 | 116383 | None | code07 | Providing ruled pointing to coursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as per specification(Page No.214. Iitem no.21.10 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 307.97 | 307.97 | 151.2 | False | None | None | False | None | False | 46565.064 | 0 | | 3322853 | 116383 | None | code08 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(KPWD CSR-2023-24-Vol-03-P.NO-26,I.NO-4.17) | Cum | 2635.77 | 2635.77 | 62.97 | False | None | None | False | None | False | 165974.4369 | 0 | | 3322854 | 116383 | None | code09 | Providing and laying in position 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 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(KPWD CSR-2023-24-Vol-01-P.NO-15,I.NO-2.1.6) | Cum | 6430.29 | 6430.29 | 7.56 | False | None | None | False | None | False | 48612.9924 | 0 | | 3322855 | 116383 | None | code10 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)600 x 300 x 150 mm size(KPWD CSR-2023-24-Vol-03-P.NO-74,I.NO-8.42.3) | m | 476.89 | 476.89 | 378.0 | False | None | None | False | None | False | 180264.42 | 0 | | 3322856 | 116383 | None | code11 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification(KPWD CSR-2023-24-Vol-03-P.NO-51,I.NO-6.8.1) | Sqm | 1100.04 | 1100.04 | 378.0 | False | None | None | False | None | False | 415815.12 | 0 | | 3322857 | 116383 | None | code12 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge(KPWD CSR-2023-24-Vol-02-P.NO-84,I.NO-11.25.2) | Kg | 140.08 | 140.08 | 3765.825 | False | None | None | False | None | False | 527516.766 | 0 | | 3322858 | 116383 | None | code13 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (KPWD CSR-2023-24-Vol-03-P.NO-66,I.NO-8.10) | Sqm | 112.27 | 112.27 | 132.3 | False | None | None | False | None | False | 14853.321 | 0 | | 3322859 | 116383 | None | code14 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge | Sqm | 919.79 | 919.79 | 378.0 | False | None | None | False | None | False | 347680.62 | 0 | | 3322860 | 116383 | None | code15 | Providing & Fixing in position Acoustical wall panelling with Integral Densified Square/Butt edged Fully Perforated Eco Friendly Lightweight Calcium Silicate panels/tiles with fabricated galvanised mild steel frame work for Auditoriums, Community halls, Offices, Institutions, Airports, Meeting halls, Indoor Stadiums and Studios. The Eco Friendly Lightweight Calcium Silicate wall panels/tiles shall be made from Non Cementitious Hydrated Calcium Silicate Slurry/Mixture, Reinforced recycled material with fibers and natural fillers. Free from Formaldehyde and other harmful
materials.(KPWD CSR-2023-24-Vol-02-P.NO-35,I.NO-7.58) | Sqm | 3012.75 | 3012.75 | 227.2 | False | None | None | False | None | False | 684496.8 | 0 | | 3322861 | 116383 | None | code16 | Providing Honne 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.(KPWD CSR-2023-24-Vol-02-P.NO-99,I.NO-12.11) | Cum | 142216.22 | 142216.22 | 0.124 | False | None | None | False | None | False | 17634.81128 | 0 | | 3322862 | 116383 | None | code17 | Providing and fixing in position Honne wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)(KPWD CSR-2023-24-Vol-02-P.NO-102,I.NO-12.36) | Sqm | 7126.57 | 7126.57 | 5.04 | False | None | None | False | None | False | 35917.9128 | 0 | | 3322863 | 116383 | None | code18 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :100x70x4 mm (ordinary type)(Page No.107. Iitem no.12.75.4 of Vol-2-CSR-KPWD 2023-2024) | No | 144.2 | 144.2 | 6.0 | False | None | None | False | None | False | 865.2 | 0 | | 3322864 | 116383 | None | code19 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm(Page No.107. Iitem no.12.76.2 of Vol-2-CSR-KPWD 2023-2024) | Each | 360.5 | 360.5 | 6.0 | False | None | None | False | None | False | 2163.0 | 0 | | 3322865 | 116383 | None | code20 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :100x10mm(Page No.107. Iitem no.12.76.4 of Vol-2-CSR-KPWD 2023-2024) | Each | 202.91 | 202.91 | 6.0 | False | None | None | False | None | False | 1217.46 | 0 | | 3322866 | 116383 | None | code21 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.(Page No.105. Iitem no.12.61 of Vol-2-CSR-KPWD 2023-2024) | Each | 1019.7 | 1019.7 | 2.0 | False | None | None | False | None | False | 2039.4 | 0 | | 3322867 | 116383 | None | code22 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Page No.105. Iitem no.12.60 of Vol-2-CSR-KPWD 2023-2024) | No | 1083.56 | 1083.56 | 2.0 | False | None | None | False | None | False | 2167.12 | 0 | | 3322868 | 116383 | None | code23 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete(Page No.105. Iitem no.12.62 of Vol-2-CSR-KPWD 2023-2024) | No | 244.11 | 244.11 | 2.0 | False | None | None | False | None | False | 488.22 | 0 | | 3322869 | 116383 | None | code24 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.(Page No.105. Iitem no.12.59 of Vol-2-CSR-KPWD 2023-2024) | No | 1147.42 | 1147.42 | 2.0 | False | None | None | False | None | False | 2294.84 | 0 | | 3322870 | 116383 | None | code25 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.(Page No.105. Iitem no.12.58 of Vol-2-CSR-KPWD 2023-2024) | No | 123.6 | 123.6 | 2.0 | False | None | None | False | None | False | 247.2 | 0 | | 3322871 | 116383 | None | code26 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (Page No.104. Iitem no.12.51 of Vol-2-CSR-KPWD 2023-2024) | No | 1046.48 | 1046.48 | 2.0 | False | None | None | False | None | False | 2092.96 | 0 | | 3322872 | 116383 | None | code27 | Manufacturing, supplying and fixing wooden ward robe of 0.60m deep using 19mm thick vinyl bonded water proof block board, shutters allround ward robe, lockable drawers with sliding channels, cupboard drapery hangers, curtain rods with end brackets, openable shutters with 19mm x 6mm thick plain teak wood beading, lipping 1.5mm thick commercial ply vertical support finished in approved 1.5mm lamination sheet of approved colour, shade and quality on all exposed surfaces. Inner surface painted with 2 coats of white synthetic enamel paint over 2 coats of Patti, one coat of wood primer, including cost of brass fittings, parliamentary hinges, C handles, tower bolts, magnetic catches, approved brand lock, adhesives, synthetic resins, nails, screws etc., complete including cost of all materials, labour charges, complete as per specification. (P.No323, I.No. 39.3 of PWD SR 2018-19) | Sqm | 11074.56 | 11074.56 | 85.5 | False | None | None | False | None | False | 946874.88 | 0 | | 3322873 | 116383 | None | code28 | Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge(Page No.219. Iitem no.22.22 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 1854.0 | 1854.0 | 20.25 | False | None | None | False | None | False | 37543.5 | 0 | | 3322874 | 116383 | None | code29 | Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes.The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1Oand Bacteriological Cleanliness Class B1 for specific strainsand reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make(Page No.32. Iitem no.7.50 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 2309.26 | 2309.26 | 114.0 | False | None | None | False | None | False | 263255.64 | 0 | | 3322875 | 116383 | None | code30 | Main Table : 1500 mmW x 750mm D x 750 mm ht (Edgebinding table top) Side Table : 900 mm W x 450mm D X 750 mm ht. (P.No. 318/ I.No. 39.17.1 of PWD SR 2018-19) | No | 12318.8 | 12318.8 | 5.0 | False | None | None | False | None | False | 61594.0 | 0 | | 3322876 | 116383 | None | code31 | COURT HALL FURNITURE Horse Shoe Table Providing and fixing “HORSE SHOE TABLE” of overall size 4500 x 2200x 750mm using teak wood of size 100x100mm for legs at suitable intervals, 50x75mm section for horizontal support at top, 50x100mm section horizontal support at bottom as shown in figure. The top of the table which should be 600mm in width all along, is covered with 19mm thick block board and 1.50mm thick formica sheet fixed on top of the block board, all of approved make. The inside vertical surface is covered with 6mm thick one side teak plywood, including providing teak wood beeding alround the table for good aesthetic appearance, including joining the wooden sections properly using nails/screws, fevicol including cost of wood, nails/screws, fevicol, cost of painting/ polishing, labour, all lead and lift, cost of any incidental charges etc., complete and as per the drawing (appended) and direction of engineerin- charge of work. (P.No326, I.No. 39.13.3 of PWD SR 2018-19) | Sqm | 10114.6 | 10114.6 | 4.86 | False | None | None | False | None | False | 49156.956 | 0 | | 3322877 | 116383 | None | code32 | 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.(KPWD CSR-2023-24-Vol-1, Page No 5, I No 1.4.1) | Cum | 249.26 | 249.26 | 158.4 | False | None | None | False | None | False | 39482.784 | 0 | | 3322878 | 116383 | None | code33 | 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. Mix 1:1.5:3 (M20) Using 20 mm nominal size graded crushed coarse aggregates (KPWD CSR-2023-24-Vol-1, Page No 16, I No 2.4.2) | Cum | 8792.13 | 8792.13 | 34.65 | False | None | None | False | None | False | 304647.3045 | 0 | | 3322879 | 116383 | None | code34 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(KPWD CSR-2023-24-Vol-1, Page No 18, I No 2.11.h) | Tonne | 81381.33 | 81381.33 | 1.905 | False | None | None | False | None | False | 155031.43365 | 0 | | 3322880 | 116383 | None | code35 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 14 m3)(KPWD CSR-2023-24-Vol-3, Page No 05, I No 1.1.c) | Cum | 88.58 | 88.58 | 158.4 | False | None | None | False | None | False | 14031.072 | 0 | | 3322881 | 116383 | None | code36 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 5.5 m3)a (Page No.3. Iitem no.1.1 of Vol-3-CSR-KPWD 2023-2024) | Cum | 139.05 | 139.05 | 14.4 | False | None | None | False | None | False | 2002.32 | 0 | | 3322882 | 116383 | None | code37 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work-In ordinary/soft rock without blasting upto 1.5 m depth(Page No.08. Iitem no.1.15.1 of Vol-1-CSR-KPWD 2023-2024) | Cum | 373.89 | 373.89 | 15.9 | False | None | None | False | None | False | 5944.851 | 0 | | 3322883 | 116383 | None | code38 | 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.(Page No.34. Iitem no.1.9 of Vol-1-CSR-KPWD 2023-2024) | Cum | 273.98 | 273.98 | 11.58 | False | None | None | False | None | False | 3172.6884 | 0 | | 3322884 | 116383 | None | code39 | 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.(Page No.05. Iitem no.4.1 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 121.54 | 121.54 | 143.0 | False | None | None | False | None | False | 17380.22 | 0 | | 3322885 | 116383 | None | code40 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates(Page No.15. Iitem no.2.1.3 of Vol-1-CSR-KPWD 2023-2024) | Cum | 6852.38 | 6852.38 | 0.567 | False | None | None | False | None | False | 3885.29946 | 0 | | 3322886 | 116383 | None | code41 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.15. Iitem no.2.2.3 of Vol-1-CSR-KPWD 2023-2024)For Centering & Shuttering @8%-Footings | Cum | 7048.16 | 7048.16 | 3.8304 | False | None | None | False | None | False | 26997.272064 | 0 | | 3322887 | 116383 | None | code42 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.16. Iitem no.2.3.2 of Vol-1-CSR-KPWD 2023-2024)For Centering & Shuttering @50%-Plinth Beam | Cum | 10011.6 | 10011.6 | 2.88 | False | None | None | False | None | False | 28833.408 | 0 | | 3322888 | 116383 | None | code43 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.15. Iitem no.2.2.3 of Vol-1-CSR-KPWD 2023-2024)For Centering & Shuttering @70%-Columns Above Plinth | Cum | 11094.33 | 11094.33 | 1.47 | False | None | None | False | None | False | 16308.6651 | 0 | | 3322889 | 116383 | None | code44 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.15. Iitem no.2.2.3 of Vol-1-CSR-KPWD 2023-2024)For Centering & Shuttering @60%-Ground Floor - Lintel Side | Cum | 10441.72 | 10441.72 | 1.2 | False | None | None | False | None | False | 12530.064 | 0 | | 3322890 | 116383 | None | code45 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. (The laps and wastages shall not be measured separately)(Page No.99. Iitem no.2.11 of Vol-1-CSR-KPWD 2023-2024) | Tonne | 92140.71 | 92140.71 | 0.465 | False | None | None | False | None | False | 42845.43015 | 0 | | 3322891 | 116383 | None | code46 | 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.(Page No.17. Iitem no.6.32 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 1349.3 | 1349.3 | 50.45 | False | None | None | False | None | False | 68072.185 | 0 | | 3322892 | 116383 | None | code47 | 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 orners wherever required smooth rendering, providing and removing caffolding, including cost of materials, labour, curing complete as per pecifications and as per directions of Engineer-in-charge(In side Plastering)(Page No.41. Iitem no.8.4.1 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 332.69 | 332.69 | 50.45 | False | None | None | False | None | False | 16784.2105 | 0 | | 3322893 | 116383 | None | code48 | 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.(Page No.41. Iitem no.8.2.1 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 303.85 | 303.85 | 69.649 | False | None | None | False | None | False | 21162.84865 | 0 | | 3322894 | 116383 | None | code49 | 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. (Page No.50. Iitem no.8.51 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 103.0 | 103.0 | 50.45 | False | None | None | False | None | False | 5196.35 | 0 | | 3322895 | 116383 | None | code50 | 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.(Page No.48. Iitem no.8.39 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 130.81 | 130.81 | 50.45 | False | None | None | False | None | False | 6599.3645 | 0 | | 3322896 | 116383 | None | code51 | 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.(Page No.86. Iitem no.11.34B of Vol-2-CSR-KPWD 2023-2024) | Kg | 188.49 | 188.49 | 401.62 | False | None | None | False | None | False | 75701.3538 | 0 | | 3322897 | 116383 | None | code52 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two coats) including a coat of approved steel primer but excluding a coat of mordant solution 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.(Page No.48. Iitem no.8.37 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 134.93 | 134.93 | 22.95 | False | None | None | False | None | False | 3096.6435 | 0 | | 3322898 | 116383 | None | code53 | 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 welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargePWD SR 2023-24 Vol:2 P.NO 82 S I.No: 11.16.1 | Kg | 140.08 | 140.08 | 912.8 | False | None | None | False | None | False | 127865.024 | 0 | | 3322899 | 116383 | None | code54 | 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 selfdrilling/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(Page No.26. Iitem no.7.38 of Vol-2-CSR-KPWD 2023-2024) | Sqm | 585.04 | 585.04 | 143.0 | False | None | None | False | None | False | 83660.72 | 0 | | 3322900 | 116383 | None | code55 | Fabricating supplying and mounting MS box made out ....SWGsuitable for floor /wall mounting, fully weather proof with provisionfor better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and boxshould be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.14 SWG (KPWD CSR 2023-24 Page No20 Item No:5.42.1 ) | Sq CM | 0.5 | 0.5 | 30000.0 | False | None | None | False | None | False | 15000.0 | 0 | | 3322901 | 116383 | None | code56 | Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint..40 x 40 x 6 mm (KPWD CSR 2023-24 Page No20 Item No:5.41.1) | m | 305.0 | 305.0 | 52.0 | False | None | None | False | None | False | 15860.0 | 0 | | 3322902 | 116383 | None | code57 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws.(KPWD SR 2023-24 Page No9 Item No:3.9 ) | Sq CM | 0.35 | 0.35 | 16000.0 | False | None | None | False | None | False | 5600.0 | 0 | | 3322903 | 116383 | None | code58 | Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.40 A( KPWD SR 2023-24 Page No15 Item No:5.13.2) | Each | 2258.0 | 2258.0 | 1.0 | False | None | None | False | None | False | 2258.0 | 0 | | 3322904 | 116383 | None | code59 | 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 60898.50-63 A TPN (KPWD SR 2023-24 Page No18 Item No:5.18.9) | Each | 3088.0 | 3088.0 | 1.0 | False | None | None | False | None | False | 3088.0 | 0 | | 3322905 | 116383 | None | code60 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63 A(KPWD SR 2023-24 Page No14 Item No:5.7.3) | Each | 401.0 | 401.0 | 6.0 | False | None | None | False | None | False | 2406.0 | 0 | | 3322906 | 116383 | None | code61 | Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting.
(KPWD SR 2023-24 Page No21 Item No:5.47 ) | Each | 2315.0 | 2315.0 | 1.0 | False | None | None | False | None | False | 2315.0 | 0 | | 3322907 | 116383 | None | code62 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 63 A 4 pole
(KPWD CSR 2023-24 Page No18 Item No:5.20.10) | Each | 5545.0 | 5545.0 | 1.0 | False | None | None | False | None | False | 5545.0 | 0 | | 3322908 | 116383 | None | code63 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted
wooden plugs screws. 12" x 12" x 2"
(KPWD SR 2023-24 Page No14 Item No:5.6.4) | Each | 181.0 | 181.0 | 1.0 | False | None | None | False | None | False | 181.0 | 0 | | 3322909 | 116383 | None | code64 | Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70, CCT 5500K, IP 66
optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains,Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatiblefor pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V50/60Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approvedMCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ....... W SystemPower consumption. LED Efficiency 1301m/w,nominal CRI 75. Luminaire manufacturer should have in- house facilityaccredited by NABL CPRI & any Government certified agency Design Development facility certified by ISO9001 2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree/Nichia/LED Floodlight 200W (KPWD SR 2023-24 Page No46 Item No:11.9.6) | No | 18581.0 | 18581.0 | 8.0 | False | None | None | False | None | False | 148648.0 | 0 | | 3322910 | 116383 | None | code65 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. KPWD SR 2023-24 Page No56 Item No:13.5 | Each | 162.0 | 162.0 | 8.0 | False | None | None | False | None | False | 1296.0 | 0 | | 3322911 | 116383 | None | code66 | 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. 6 mm2 PWD SR 2023-24 Page No5 Item No:2.3.5 | m | 92.0 | 92.0 | 5.0 | False | None | None | False | None | False | 460.0 | 0 | | 3322912 | 116383 | None | code67 | 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 3C x 2.5 mm2 PWD SR 2023-24 Page No6 Item No:2.5.8 | m | 113.0 | 113.0 | 150.0 | False | None | None | False | None | False | 16950.0 | 0 | | 3322913 | 116383 | None | code68 | Fabrication, Supplying, Erection, Testing and Commissioning of ...... ms long Polygon high mast with Single/Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grades 355 JO/ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/s as per IS 875 part 3(as per GA Drawing).Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint The mast shall have 2 Way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5 mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5 mm2 EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement The mast shall have manual/power tool (Suitable reversible geared motor operating on 230/415V, 50Hz, shall be provide above 15 Mtr mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin l A fitting with wiring complete. (excluding foundation) as per technical data.4.5.1 12 m/12.5 m - Top 100 mm and Bottom 310 mm dia(KPWD CSR 2023-24 Page No12 Item No:4.5.1) | Each | 131000.0 | 131000.0 | 1.0 | False | None | None | False | None | False | 131000.0 | 0 | | 3322914 | 116383 | None | code69 | Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter
PWD SR 2023-24 Page No19 Item No:5.29 | Each | 1425.0 | 1425.0 | 11.0 | False | None | None | False | None | False | 15675.0 | 0 | | 3322915 | 116383 | None | code70 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) ESCOM Part 3 11kv materials SR 2023-24 Pg No: 13 Item No:32.05 | Km | 144678.84 | 144678.84 | 0.4 | False | None | None | False | None | False | 57871.536 | 0 | | 3322916 | 116383 | None | code71 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) ESCOM Part 3 11kv materials SR 2023-24 Pg No: 13 Item No:32.07 | Km | 142339.98 | 142339.98 | 0.4 | False | None | None | False | None | False | 56935.992 | 0 | | 3322917 | 116383 | None | code72 | HDPE/PLB Pipe 50/42 mm ESCOM Part 3 11kv materials SR 2023-24 Pg No: 30 Item No:66.04 | Km | 86714.28 | 86714.28 | 0.4 | False | None | None | False | None | False | 34685.712 | 0 | | 3322918 | 116383 | None | code73 | Earthing materials pipe type for grounding (Single Electrode with accessories) escom part 5 cost data sheet 24 Item No:7 | Set | 2796.66 | 2796.66 | 5.0 | False | None | None | False | None | False | 13983.3 | 0 | | 3322919 | 116383 | None | code74 | GI Wire 8 SWG Bescom part 5 cost data sheet 24 Item No:11 | Kg | 79.4 | 79.4 | 50.0 | False | None | None | False | None | False | 3970.0 | 0 | | 3322920 | 116383 | None | code75 | GI Pipe B - Class as per IS-1239
GI Pipe - 40 mm Dia ESCOM Part 3 11kv materials SR 2021-22 Pg No: 16 Item No:49.04 | m | 300.9 | 300.9 | 20.0 | False | None | None | False | None | False | 6018.0 | 0 | | 3322921 | 116383 | None | code76 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. ESCOM Part 4 11kv Labour SR 2023-24 Pg No: 63 Item No:29.01 | CUBIC METER | 364.0 | 364.0 | 150.0 | False | None | None | False | None | False | 54600.0 | 0 | | 3322922 | 116383 | None | code77 | Transporting Cable from Store to work spot including loading and unloading (including Crane and other equipment charges if any) 2.5 to 25 Sqmm (Single/3.5/4 Core) ESCOM Part 4 11kv Labour SR 2023-24 Pg No: 52 Item No:20.05 | Km | 1661.8 | 1661.8 | 0.4 | False | None | None | False | None | False | 664.72 | 0 | | 3322923 | 116383 | None | code78 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm ESCOM Part 4 11kv Labour SR 2023-24 Pg No: 52 Item No:31.05 | Km | 29240.39 | 29240.39 | 0.4 | False | None | None | False | None | False | 11696.156 | 0 |
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