| 1706931537000 | 0 | None | None | Buildings | Construction of Aspirational Public toilet building work in Taluk Panchayat premises under cmc limits kollegal | 2531858.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2412082 | 72163 | None | Item No.Volume 1, Page no. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- As per the directions of the Engineer-in-charge of the work | Cum | 105.06 | 105.06 | 40.71 | False | None | None | False | None | False | 4276.9926 | 0 | | 2412083 | 72163 | None | Volume 1, Page no. 8, Item no.-1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth ---- As per the directions of the Engineer-in-charge of the work | Cum | 373.89 | 373.89 | 10.18 | False | None | None | False | None | False | 3806.2002 | 0 | | 2412084 | 72163 | None | Volume 1, Page no. 15, Item no.-2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- As per the directions of the Engineer-in-charge of the work | Cum | 6168.67 | 6168.67 | 19.79 | False | None | None | False | None | False | 122077.9793 | 0 | | 2412085 | 72163 | None | Volume 2, Page no. 9, Item no.-5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- As per the directions of the Engineer-in-charge of the work | Cum | 6580.67 | 6580.67 | 50.68 | False | None | None | False | None | False | 333508.3556 | 0 | | 2412086 | 72163 | None | Volume 2, Page no. 214, Item no.-21.10 | Providing ruled pointing to cursed 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 307.97 | 307.97 | 19.22 | False | None | None | False | None | False | 5919.1834 | 0 | | 2412087 | 72163 | None | Volume 1, Page no. 7, Item no.-1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- As per the directions of the Engineer-in-charge of the work | Cum | 273.98 | 273.98 | 3.62 | False | None | None | False | None | False | 991.8076 | 0 | | 2412088 | 72163 | None | Volume 1, Page no. 7, Item no.-1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- As per the directions of the Engineer-in-charge of the work | Cum | 445.99 | 445.99 | 30.51 | False | None | None | False | None | False | 13607.1549 | 0 | | 2412089 | 72163 | None | Volume 1, Page no. 16, Item no.-2.4.3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- As per the directions of the Engineer-in-charge of the work | Cum | 9789.12 | 9789.12 | 1.811 | False | None | None | False | None | False | 17728.09632 | 0 | | 2412090 | 72163 | None | Volume 1, Page no. 16, Item no.-2.5.2 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Lintel Beam ---- As per the directions of the Engineer-in-charge of the work | Cum | 11277.26 | 11277.26 | 2.04 | False | None | None | False | None | False | 23005.6104 | 0 | | 2412091 | 72163 | None | Volume 1, Page no. 16, Item no.-2.5.2 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Roof Beams ---- As per the directions of the Engineer-in-charge of the work | Cum | 11277.26 | 11277.26 | 0.41 | False | None | None | False | None | False | 4623.6766 | 0 | | 2412092 | 72163 | None | Volume 1, Page no. 16, Item no.-2.5.2 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Roof slab ---- As per the directions of the Engineer-in-charge of the work | Cum | 10572.44 | 10572.44 | 10.98 | False | None | None | False | None | False | 116085.3912 | 0 | | 2412093 | 72163 | None | Volume 1, Page no. 16, Item no.-2.5.2 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates C) Chejja ---- As per the directions of the Engineer-in-charge of the work | Cum | 10220.02 | 10220.02 | 0.92 | False | None | None | False | None | False | 9402.4184 | 0 | | 2412094 | 72163 | None | Volume 2, Page no. 14, Item no.-6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- As per the directions of the Engineer-in-charge of the work | Cum | 8208.07 | 8208.07 | 14.37 | False | None | None | False | None | False | 117949.9659 | 0 | | 2412095 | 72163 | None | Volume 2, Page no. 14, Item no.-6.15 | 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1063.99 | 1063.99 | 133.22 | False | None | None | False | None | False | 141744.7478 | 0 | | 2412096 | 72163 | None | Volume 1, Page no. 18, Item no.-2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. For Buildings ---- As per the directions of the Engineer-in-charge of the work | Tonne | 92140.71 | 92140.71 | 1.23 | False | None | None | False | None | False | 113333.0733 | 0 | | 2412097 | 72163 | None | Volume 2, Page no. 99, Item no.-12.12 | 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 ---- As per the directions of the Engineer-in-charge of the work | Cum | 127928.06 | 127928.06 | 0.38 | False | None | None | False | None | False | 48612.6628 | 0 | | 2412098 | 72163 | None | Volume 2, Page no. 100, Item no.-12.15B | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) ---- As per the directions of the Engineer-in-charge of the work | Sqm | 7103.91 | 7103.91 | 8.19 | False | None | None | False | None | False | 58181.0229 | 0 | | 2412099 | 72163 | None | Volume 2, Page no. 104, Item no.-12.54 | 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 327.54 | 327.54 | 79.8 | False | None | None | False | None | False | 26137.692 | 0 | | 2412100 | 72163 | None | Volume 2, Page no. 104, Item no.-12.55.1 | 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. -do- with both side prelam ---- As per the directions of the Engineer-in-charge of the work | Sqm | 2436.98 | 2436.98 | 22.05 | False | None | None | False | None | False | 53735.409 | 0 | | 2412101 | 72163 | None | Volume 2, Page no. 89, Item no.-11.37.3 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1344.15 | 1344.15 | 2.7 | False | None | None | False | None | False | 3629.205 | 0 | | 2412102 | 72163 | None | Volume 2, Page no. 43, Item no.-8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 217.33 | 217.33 | 60.37 | False | None | None | False | None | False | 13120.2121 | 0 | | 2412103 | 72163 | None | Volume 2, Page no. 41, Item no.-8.1.1 | 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 262.65 | 262.65 | 348.52 | False | None | None | False | None | False | 91538.778 | 0 | | 2412104 | 72163 | None | Volume 2, Page no. 42, Item no.-8.8 | 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 382.13 | 382.13 | 185.51 | False | None | None | False | None | False | 70888.9363 | 0 | | 2412105 | 72163 | None | Volume 2, Page no. 50, Item no.-8.51 | 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 103.0 | 103.0 | 60.37 | False | None | None | False | None | False | 6218.11 | 0 | | 2412106 | 72163 | None | Volume 2, Page no. 44, Item no.-8.21 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer- in-charge. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 26.78 | 26.78 | 60.37 | False | None | None | False | None | False | 1616.7086 | 0 | | 2412107 | 72163 | None | Volume 2, Page no. 48, Item no.-8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 130.81 | 130.81 | 60.37 | False | None | None | False | None | False | 7896.9997 | 0 | | 2412108 | 72163 | None | Volume 2, Page no. 45, Item no.-8.29 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 291.49 | 291.49 | 185.51 | False | None | None | False | None | False | 54074.3099 | 0 | | 2412109 | 72163 | None | Volume 2, Page no. 149, Item no.-15.1 | 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 @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm 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 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 841.51 | 841.51 | 73.17 | False | None | None | False | None | False | 61573.2867 | 0 | | 2412110 | 72163 | None | Volume 2, Page no. 47, Item no.-8.34.2 | Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 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. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 59.74 | 59.74 | 27.45 | False | None | None | False | None | False | 1639.863 | 0 | | 2412111 | 72163 | None | Volume 2, Page no. 46, Item no.-8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 142.14 | 142.14 | 27.45 | False | None | None | False | None | False | 3901.743 | 0 | | 2412112 | 72163 | None | Volume 2, Page no. 64, Item no.-9.34 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1591.35 | 1591.35 | 26.81 | False | None | None | False | None | False | 42664.0935 | 0 | | 2412113 | 72163 | None | Volume 2, Page no. 59, Item no.-9.7.1 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of ap- proved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1283.38 | 1283.38 | 60.37 | False | None | None | False | None | False | 77477.6506 | 0 | | 2412114 | 72163 | None | Volume 2, Page no. 60, Item no.-9.7.2 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of ap- proved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1297.8 | 1297.8 | 356.76 | False | None | None | False | None | False | 463003.128 | 0 | | 2412115 | 72163 | None | Volume 2, Page no. 86, Item no.-11.34A | 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 steel windows by welding ---- As per the directions of the Engineer-in-charge of the work | Kg | 173.04 | 173.04 | 35.1 | False | None | None | False | None | False | 6073.704 | 0 | | 2412116 | 72163 | None | Volume 2, Page no. 85, Item no.-11.28 | 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. ---- As per the directions of the Engineer-in-charge of the work | Kg | 581.95 | 581.95 | 178.89 | False | None | None | False | None | False | 104105.0355 | 0 | | 2412117 | 72163 | None | Volume 2, Page no. 48, Item no.-8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- As per the directions of the Engineer-in-charge of the work | Sqm | 118.45 | 118.45 | 2.7 | False | None | None | False | None | False | 319.815 | 0 | | 2412118 | 72163 | None | Vol-I, P-5, Sl-1.4.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m (PWD SR 2023-24 , Vol-I, P-5, Sl-1.4.1) ---- As per the directions of the Engineer-in-charge of the work | Cum | 249.26 | 249.26 | 12.0 | False | None | None | False | None | False | 2991.12 | 0 | | 2412119 | 72163 | None | Vol-V, P-191, Item Code-16.8 | Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover (PWD SR 2023-24 , Vol-V, P-191, Item Code-16.8) ---- As per the directions of the Engineer-in-charge of the work | Each | 4934.73 | 4934.73 | 1.0 | False | None | None | False | None | False | 4934.73 | 0 | | 2412120 | 72163 | None | Vol-V, P-191, Code-16.14 | Conveying the new CI or RCC machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. (PWD SR 2023-24 , Vol-V, P-191, Code-16.14) ---- As per the directions of the Engineer-in-charge of the work | Set | 416.12 | 416.12 | 1.0 | False | None | None | False | None | False | 416.12 | 0 | | 2412121 | 72163 | None | Vol-V, P-133, Code-11.15.3 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. (For 25 mm dia GM (Copper alloy) Gate valves) (PWD SR 2023-24 , Vol-V, P-133, Code-11.15.3) ---- As per the directions of the Engineer-in-charge of the work | Each | 1204.07 | 1204.07 | 1.0 | False | None | None | False | None | False | 1204.07 | 0 | | 2412122 | 72163 | None | Vol-V, P-134, Code-10.2.8 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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. (UPVC pipes 110mm dia, SN4 Grade) (PWD SR 2023-24 , Vol-V, P-134, Code-10.2.8) ---- As per the directions of the Engineer-in-charge of the work | m | 357.41 | 357.41 | 57.0 | False | None | None | False | None | False | 20372.37 | 0 | | 2412123 | 72163 | None | Vol-V, P-113, Code-10.1.1 | Providing 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 (PVC pipes 25mm dia, 10 kg/sqcm & class 5) (PWD SR 2023-24 , Vol-V, P-113, Code-10.1.1) ---- As per the directions of the Engineer-in-charge of the work | m | 45.98 | 45.98 | 42.0 | False | None | None | False | None | False | 1931.16 | 0 | | 2412124 | 72163 | None | Vol-V, P-116, Code-10.8.1 | Supply and delivery at site special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments 25mm dia PVC couplers ---- As per the directions of the Engineer-in-charge of the work | Each | 12.36 | 12.36 | 15.0 | False | None | None | False | None | False | 185.4 | 0 | | 2412125 | 72163 | None | Vol-V, P-116, Code-10.8.1 | Supply and delivery at site special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments 110mm dia PVC couplers ---- As per the directions of the Engineer-in-charge of the work | Each | 176.13 | 176.13 | 2.0 | False | None | None | False | None | False | 352.26 | 0 | | 2412126 | 72163 | None | Vol-V, P-117, Code-10.9.1 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 25 mm dia PVC Elbows ---- As per the directions of the Engineer-in-charge of the work | Each | 16.48 | 16.48 | 15.0 | False | None | None | False | None | False | 247.2 | 0 | | 2412127 | 72163 | None | Vol-V, P-117, Code-10.9.8 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Elbows ---- As per the directions of the Engineer-in-charge of the work | Each | 311.06 | 311.06 | 2.0 | False | None | None | False | None | False | 622.12 | 0 | | 2412128 | 72163 | None | Vol-V, P-117, Code-10.10.1 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 25 mm dia PVC Tee ---- As per the directions of the Engineer-in-charge of the work | Each | 21.63 | 21.63 | 15.0 | False | None | None | False | None | False | 324.45 | 0 | | 2412129 | 72163 | None | Vol-V, P-117, Code-10.10.8 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee ---- As per the directions of the Engineer-in-charge of the work | Each | 258.53 | 258.53 | 2.0 | False | None | None | False | None | False | 517.06 | 0 | | 2412130 | 72163 | None | Vol-I, P-7, Sl-1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (PWD SR 2023-24 , Vol-I, P-7, Sl-1.10) ---- As per the directions of the Engineer-in-charge of the work | Cum | 164.8 | 164.8 | 12.0 | False | None | None | False | None | False | 1977.6 | 0 | | 2412131 | 72163 | None | Vol-II, P-139, Sl- 14.55a | Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy (PWD SR 2023-24 , Vol-II, P-139, Sl- 14.55a) ---- As per the directions of the Engineer-in-charge of the work | Nos | 1150.51 | 1150.51 | 20.0 | False | None | None | False | None | False | 23010.2 | 0 | | 2412132 | 72163 | None | Vol-II, P-123, Sl- 14.1.1 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required (White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests) (PWD SR 2021-22 , Vol-II, P-123, Sl- 14.1.1) ---- As per the directions of the Engineer-in-charge of the work | Each | 5030.52 | 5030.52 | 4.0 | False | None | None | False | None | False | 20122.08 | 0 | | 2412133 | 72163 | None | Vol-II, P-138, Sl- 14.44 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. (PWD SR 2023-24 , Vol-II, P-138, Sl- 14.44) ---- As per the directions of the Engineer-in-charge of the work | Each | 11560.72 | 11560.72 | 9.0 | False | None | None | False | None | False | 104046.48 | 0 | | 2412134 | 72163 | None | Vol-II, P-138, Sl- 14.46 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (PWD SR 2023-24 , Vol-II, P-138, Sl- 14.46) ---- As per the directions of the Engineer-in-charge of the work | Each | 6425.14 | 6425.14 | 5.0 | False | None | None | False | None | False | 32125.7 | 0 | | 2412135 | 72163 | None | Vol-II, P-133, Sl- 14.7A | 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 (PWD SR 2023-24 , Vol-II, P-133, Sl- 14.7A) ---- As per the directions of the Engineer-in-charge of the work | Each | 4244.63 | 4244.63 | 5.0 | False | None | None | False | None | False | 21223.15 | 0 | | 2412136 | 72163 | None | Vol-II, Pg No. 123,Sl- 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (PWD SR 2023-24 , Vol-II, Pg No. 123,Sl- 13.34) ---- As per the directions of the Engineer-in-charge of the work | Ltr | 9.27 | 9.27 | 1000.0 | False | None | None | False | None | False | 9270.0 | 0 | | 2412137 | 72163 | None | P.N0.1 ,I.No. 1.1.2 | Open Conduit System Supplying heavy gauge PVC conduit pipe …….dia .mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25mm dia 2mm thick. (P.N0.1 ,I.No. 1.1.2) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 81.0 | 81.0 | 30.8 | False | None | None | False | None | False | 2494.8 | 0 | | 2412138 | 72163 | None | P.N0.1 ,I.No. 1.2.1 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever ecessary.19/20mm dia 2mm thick. (P.N0.1 ,I.No. 1.2.1) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 66.0 | 66.0 | 25.67 | False | None | None | False | None | False | 1694.22 | 0 | | 2412139 | 72163 | None | P.N0.1 ,I.No. 1.2.2 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever ecessary.25mm dia 2mm thick. (P.N0.1 ,I.No. 1.2.2). (L-ckts,rawpower ckts,ups ckts,internet ckts) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 78.0 | 78.0 | 9.14 | False | None | None | False | None | False | 712.92 | 0 | | 2412140 | 72163 | None | P.N0.1 ,I.No. 1.2.3 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever ecessary.32 mm dia 2.5 mm thick (P.N0.1 ,I.No. 1.2.3)(for mains) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 103.0 | 103.0 | 54.75 | False | None | None | False | None | False | 5639.25 | 0 | | 2412141 | 72163 | None | I No 1.3.1 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ( P No 1 ; I No 1.3.1 ) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 68.0 | 68.0 | 30.8 | False | None | None | False | None | False | 2094.4 | 0 | | 2412142 | 72163 | None | P No 1 I No 1.3.2 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick ( P No 1 ; I No 1.3.2 ) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 79.0 | 79.0 | 51.33 | False | None | None | False | None | False | 4055.07 | 0 | | 2412143 | 72163 | None | P No 1 I No 1.3.3 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.32 mm dia 2.5 mm thick ( P No 1; I No 1.3.3 ) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 99.0 | 99.0 | 9.14 | False | None | None | False | None | False | 904.86 | 0 | | 2412144 | 72163 | None | P.N0.1 ,I.No. 1.4.7 | 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.200x200x65mm(P.N0.1 ,I.No. 1.4.7) ---- As per the directions of the Engineer-in-charge of the work | Each | 348.0 | 348.0 | 10.0 | False | None | None | False | None | False | 3480.0 | 0 | | 2412145 | 72163 | None | P No 1 I No 1.5.2 | 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.25mm deep junction box( P No 1 ; I No 1.5.2 ) ---- As per the directions of the Engineer-in-charge of the work | No | 56.0 | 56.0 | 10.0 | False | None | None | False | None | False | 560.0 | 0 | | 2412146 | 72163 | None | P No 2 I No 1.7.1 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50mm conduit in brick wall( P No 2 ; I No 1.7.1 ) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 29.0 | 29.0 | 50.0 | False | None | None | False | None | False | 1450.0 | 0 | | 2412147 | 72163 | None | P No 2 I No 1.7.2 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50mm conduit CC floor( P No 2 ; I No 1.7.2 ) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 69.0 | 69.0 | 30.0 | False | None | None | False | None | False | 2070.0 | 0 | | 2412148 | 72163 | None | P No 2 I No 1.9.3 | Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of thepi pe terminated completely32mm ( P No 2 ; I No 1.9.3 ) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 29.0 | 29.0 | 60.0 | False | None | None | False | None | False | 1740.0 | 0 | | 2412149 | 72163 | None | P.N0 2,1.12 | Supplying And Fixing Metal Fan Box with Round Hook.(P.N0 2,1.12) ---- As per the directions of the Engineer-in-charge of the work | No | 160.0 | 160.0 | 30.0 | False | None | None | False | None | False | 4800.0 | 0 | | 2412150 | 72163 | None | P No 3 I No 2.2.4 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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.Two outlet in a row, above 3Mtr upto 6Mtr from tapping point to out let via switches ( P No 3 ; I No 2.2.4 ) ---- As per the directions of the Engineer-in-charge of the work | Pits | 677.0 | 677.0 | 10.0 | False | None | None | False | None | False | 6770.0 | 0 | | 2412151 | 72163 | None | P.No. 3, I.No.2.3.5 | 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 sqmm (P.No. 3, I.No.2.3.5) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 92.0 | 92.0 | 15.0 | False | None | None | False | None | False | 1380.0 | 0 | | 2412152 | 72163 | None | P.NO 5,3.4.6 | 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.16-18 Way(P.NO 5,3.4.6) ---- As per the directions of the Engineer-in-charge of the work | No | 319.0 | 319.0 | 5.0 | False | None | None | False | None | False | 1595.0 | 0 | | 2412153 | 72163 | None | P.NO 5,3.5.6 | 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.16-18 Module(P.NO 5,3.5.6) ---- As per the directions of the Engineer-in-charge of the work | No | 344.0 | 344.0 | 6.0 | False | None | None | False | None | False | 2064.0 | 0 | | 2412154 | 72163 | None | P.NO 5,3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6Amps one way.(P.NO 5,3.6.1) ---- As per the directions of the Engineer-in-charge of the work | No | 102.0 | 102.0 | 7.0 | False | None | None | False | None | False | 714.0 | 0 | | 2412155 | 72163 | None | P.No.18, I.No.5.19.8 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.II - Double Door.8 Way SP & N (P.No.18, I.No.5.19.8) ---- As per the directions of the Engineer-in-charge of the work | No | 1854.0 | 1854.0 | 3.0 | False | None | None | False | None | False | 5562.0 | 0 | | 2412156 | 72163 | None | P.No.14, I.No.5.30 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter(P.No.14, I.No.5.30) ---- As per the directions of the Engineer-in-charge of the work | Each | 1380.0 | 1380.0 | 3.0 | False | None | None | False | None | False | 4140.0 | 0 | | 2412157 | 72163 | None | P.No.54, I.No.12.57 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.(KPWD ELE SR 2019-20,P.No.54, I.No.12.57) ---- As per the directions of the Engineer-in-charge of the work | No | 4256.0 | 4256.0 | 1.0 | False | None | None | False | None | False | 4256.0 | 0 | | 2412158 | 72163 | None | P.No.54, I.No.12.58.1 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip GI Strip. 25x3mm(KPWD ELE SR 2019-20 P.No.54, I.No.12.58.1) ---- As per the directions of the Engineer-in-charge of the work | Mtr | 82.0 | 82.0 | 10.0 | False | None | None | False | None | False | 820.0 | 0 | | 2412159 | 72163 | None | P.NO.57,13.11 | Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired.(P.NO.57,13.11) ---- As per the directions of the Engineer-in-charge of the work | No | 315.0 | 315.0 | 8.0 | False | None | None | False | None | False | 2520.0 | 0 |
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