| 1719380568000 | 0 | None | None | Buildings | Construction of Residential building (G -1 -12 Du s) under poura Karmika Gruha Bhagya Yojana at Yelandur town Panchayath Chamarajanagar Dist | 15741472.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3358133 | 118106 | None | Volume -1, Page No. 5, Item No.1.4 .1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 mVolume -1, Page No. 5, Item No.1.4 .1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 249.26 | 249.26 | 713.94 | False | None | None | False | None | False | 177956.6844 | 0 | | 3358134 | 118106 | None | 4.1 | 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 Volume -2, Page No. 05, Item No.4.1 Volume -2, Page No. 05, Item No.4.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 121.54 | 121.54 | 342.36 | False | None | None | False | None | False | 41610.4344 | 0 | | 3358135 | 118106 | None | 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 Volume -1, Page No. 07, Item No.1.10 ---- As per the directions of the Engineer-in-charge of the work | Cum | 164.8 | 164.8 | 581.22 | False | None | None | False | None | False | 95785.056 | 0 | | 3358136 | 118106 | None | 3.10 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming etc.,complete with all lead and all lifts. Volume -4, Page No. 48, Item No. (WRD)3.10 Volume -4, Page No. 48, Item No. (WRD)3.10 ---- As per the directions of the Engineer-in-charge of the work | Cum | 2163.0 | 2163.0 | 93.24 | False | None | None | False | None | False | 201678.12 | 0 | | 3358137 | 118106 | None | 2.2.2 | 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates. ( CMSR 2021-22 As per Issue Rates Order dt: 04.01.2023 and rates w.e.f from 04-01-2023 Vol-1, Pg No. 04, Sl No. 01) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- As per the directions of the Engineer-in-charge of the work | Cum | 6490.7 | 6490.7 | 59.28 | False | None | None | False | None | False | 384768.696 | 0 | | 3358138 | 118106 | None | 2.5.2 | 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 Volume -1, Page No. 79, Item No. 2.5.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 7064.71 | 7064.71 | 81.9 | False | None | None | False | None | False | 578599.749 | 0 | | 3358139 | 118106 | None | 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement 1: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Volume -2, Page No. 09, Item No. 5.1.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 5779.33 | 5779.33 | 73.56 | False | None | None | False | None | False | 425127.5148 | 0 | | 3358140 | 118106 | None | 5.2 | Providing Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Volume -2, Page No. 09, Item No. 5.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 6816.54 | 6816.54 | 59.1 | False | None | None | False | None | False | 402857.514 | 0 | | 3358141 | 118106 | None | 2.1.1 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume -1, Page No. 62, Item No. 2.1.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 11008.54 | 11008.54 | 1.5 | False | None | None | False | None | False | 16512.81 | 0 | | 3358142 | 118106 | None | 2.2.2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse - Plinth Beam 50% Volume -1, Page No. 63, Item No. 2.2.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 9653.16 | 9653.16 | 26.1 | False | None | None | False | None | False | 251947.476 | 0 | | 3358143 | 118106 | None | 2.2.2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume -1, Page No. 63, Item No. 2.2.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 10940.25 | 10940.25 | 7.44 | False | None | None | False | None | False | 81395.46 | 0 | | 3358144 | 118106 | None | 6.4 | Providing Brick work with common burnt clay modular bricks of class
designation 3.5 in foundation and plinth 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. Vol-02, Page No. 13, Item No.6.4 ---- As per the directions of the Engineer-in-charge of the work | Cum | 8920.83 | 8920.83 | 147.12 | False | None | None | False | None | False | 1312432.5096 | 0 | | 3358145 | 118106 | None | 6.13 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials,labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-02, Page No. 14, Item No.6.13 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1005.28 | 1005.28 | 67.44 | False | None | None | False | None | False | 67796.0832 | 0 | | 3358146 | 118106 | None | 2.5.1 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-01, Page No. 78, Item No.2.5.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 9901.91 | 9901.91 | 2.16 | False | None | None | False | None | False | 21388.1256 | 0 | | 3358147 | 118106 | None | 2.5.2 | Providing and laying in position 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 Vol-01, Page No. 80, Item No.2.5.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 11277.26 | 11277.26 | 24.36 | False | None | None | False | None | False | 274714.0536 | 0 | | 3358148 | 118106 | None | 2.5.2 | Providing and laying in position 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 Vol-01, Page No. 80, Item No.2.5.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 10572.44 | 10572.44 | 43.8 | False | None | None | False | None | False | 463072.872 | 0 | | 3358149 | 118106 | None | 2.5.1 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-01, Page No. 78, Item No.2.5.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 10243.35 | 10243.35 | 7.32 | False | None | None | False | None | False | 74981.322 | 0 | | 3358150 | 118106 | None | 2.11a | 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. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18) ---- As per the directions of the Engineer-in-charge of the work | MT | 92140.71 | 92140.71 | 17.64 | False | None | None | False | None | False | 1625362.1244 | 0 | | 3358151 | 118106 | None | 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 Vol-02, Page No. 42, Item No.8.8 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 381.1 | 381.1 | 559.74 | False | None | None | False | None | False | 213316.914 | 0 | | 3358152 | 118106 | None | 8.5.1 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 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 (PWD SR Vol-02, 2023-24, Item no. 8.5.1, Page No.42) Vol-01, Page No. 42, Item No.8.5.1 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 376.98 | 376.98 | 861.48 | False | None | None | False | None | False | 324760.7304 | 0 | | 3358153 | 118106 | None | 8.4.1 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41) Vol-01, Page No. 41, Item No.8.4.1 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 332.69 | 332.69 | 233.22 | False | None | None | False | None | False | 77589.9618 | 0 | | 3358154 | 118106 | None | 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 Engineerin-charge. Vol-02, Page No. 44, Item No.8.21 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 26.78 | 26.78 | 1094.7 | False | None | None | False | None | False | 29316.066 | 0 | | 3358155 | 118106 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-02, Page No. 45, Item No.8.25 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 141.11 | 141.11 | 1094.7 | False | None | None | False | None | False | 154473.117 | 0 | | 3358156 | 118106 | None | 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-02, Page No. 46, Item No.8.30 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 179.22 | 179.22 | 559.74 | False | None | None | False | None | False | 100316.6028 | 0 | | 3358157 | 118106 | None | 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. Vol-02, Page No. 48, Item No.8.39 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 163.51 | 163.51 | 1094.7 | False | None | None | False | None | False | 178994.397 | 0 | | 3358158 | 118106 | None | 8.41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paintof approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge . Vol-02, Page No. 48, Item No.8.41 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 172.01 | 172.01 | 95.88 | False | None | None | False | None | False | 16492.3188 | 0 | | 3358159 | 118106 | None | 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Vol-02, Page No. 100, Item No.12.13.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 101779.45 | 101779.45 | 1.68 | False | None | None | False | None | False | 170989.476 | 0 | | 3358160 | 118106 | None | 12.15 | 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) Vol-02, Page No. 100, Item No.12.15 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 7667.32 | 7667.32 | 44.52 | False | None | None | False | None | False | 341349.0864 | 0 | | 3358161 | 118106 | None | 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. Vol-02, Page No. 46, Item No.8.33.2 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 142.14 | 142.14 | 119.34 | False | None | None | False | None | False | 16962.9876 | 0 | | 3358162 | 118106 | None | 8.41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions
of Engineer-in-charge. Vol-02, Page No. 48, Item No.8.41 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 172.01 | 172.01 | 119.34 | False | None | None | False | None | False | 20527.6734 | 0 | | 3358163 | 118106 | None | 11.35.1.1 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. Vol-02, Page No. 87, Item No.11.35.1.1 ---- As per the directions of the Engineer-in-charge of the work | Kgs | 465.56 | 465.56 | 946.92 | False | None | None | False | None | False | 440848.0752 | 0 | | 3358164 | 118106 | None | 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. Vol-02, Page No. 105, Item No.12.54 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 327.54 | 327.54 | 28.38 | False | None | None | False | None | False | 9295.5852 | 0 | | 3358165 | 118106 | None | 11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. Vol-02, Page No. 82, Item No.11.26.1 ---- As per the directions of the Engineer-in-charge of the work | Kgs | 142.14 | 142.14 | 145.8 | False | None | None | False | None | False | 20724.012 | 0 | | 3358166 | 118106 | None | 10.8 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1 2 4 (1 cement : 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth Vol-02 Page No. 70 Item No.10.8 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 2872.67 | 2872.67 | 8.64 | False | None | None | False | None | False | 24819.8688 | 0 | | 3358167 | 118106 | None | 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm Vol-02, Page No. 61, Item No. 9.17.2 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1210.25 | 1210.25 | 158.76 | False | None | None | False | None | False | 192139.29 | 0 | | 3358168 | 118106 | None | 9.9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete. Vol-02, Page No. 60, Item No. 9.9 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1108.28 | 1108.28 | 29.76 | False | None | None | False | None | False | 32982.4128 | 0 | | 3358169 | 118106 | None | 9.38 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Vol-02, Page No. 65, Item No. 9.38 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1433.76 | 1433.76 | 154.56 | False | None | None | False | None | False | 221601.9456 | 0 | | 3358170 | 118106 | None | 2.5.1 | First floor : Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-01, Page No. 78, Item No.2.5.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 11609.13 | 11609.13 | 7.08 | False | None | None | False | None | False | 82192.6404 | 0 | | 3358171 | 118106 | None | 6.4 | Providing Brick work with common burnt clay modular bricks of class
designation 3.5 in foundation and plinth 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. Vol-02, Page No. 13, Item No.6.4 ---- As per the directions of the Engineer-in-charge of the work | Cum | 8920.83 | 8920.83 | 147.12 | False | None | None | False | None | False | 1312432.5096 | 0 | | 3358172 | 118106 | None | 6.13 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials,labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-02, Page No. 14, Item No.6.13 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1005.28 | 1005.28 | 67.44 | False | None | None | False | None | False | 67796.0832 | 0 | | 3358173 | 118106 | None | 2.5.1 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-01, Page No. 78, Item No.2.5.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 9901.91 | 9901.91 | 2.16 | False | None | None | False | None | False | 21388.1256 | 0 | | 3358174 | 118106 | None | 2.5.2 | Providing and laying in position 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 Vol-01, Page No. 80, Item No.2.5.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 11277.26 | 11277.26 | 24.36 | False | None | None | False | None | False | 274714.0536 | 0 | | 3358175 | 118106 | None | 2.5.2 | Providing and laying in position 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 Vol-01, Page No. 80, Item No.2.5.2 ---- As per the directions of the Engineer-in-charge of the work | Cum | 10572.44 | 10572.44 | 36.6 | False | None | None | False | None | False | 386951.304 | 0 | | 3358176 | 118106 | None | 2.5.1 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-01, Page No. 78, Item No.2.5.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 10243.35 | 10243.35 | 7.32 | False | None | None | False | None | False | 74981.322 | 0 | | 3358177 | 118106 | None | 2.11a | 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. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18) ---- As per the directions of the Engineer-in-charge of the work | MT | 92140.71 | 92140.71 | 8.4 | False | None | None | False | None | False | 773981.964 | 0 | | 3358178 | 118106 | None | 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 Vol-02, Page No. 42, Item No.8.8 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 381.1 | 381.1 | 559.74 | False | None | None | False | None | False | 213316.914 | 0 | | 3358179 | 118106 | None | 8.5.1 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 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 (PWD SR Vol-02, 2023-24, Item no. 8.5.1, Page No.42) ---- As per the directions of the Engineer-in-charge of the work | Sqm | 376.98 | 376.98 | 861.48 | False | None | None | False | None | False | 324760.7304 | 0 | | 3358180 | 118106 | None | 8.4.1 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41) ---- As per the directions of the Engineer-in-charge of the work | Sqm | 332.69 | 332.69 | 233.22 | False | None | None | False | None | False | 77589.9618 | 0 | | 3358181 | 118106 | None | 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 Engineerin-charge. Vol-02, Page No. 44, Item No.8.21 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 26.78 | 26.78 | 1094.7 | False | None | None | False | None | False | 29316.066 | 0 | | 3358182 | 118106 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-02, Page No. 45, Item No.8.25 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 141.11 | 141.11 | 1094.7 | False | None | None | False | None | False | 154473.117 | 0 | | 3358183 | 118106 | None | 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-02, Page No. 46, Item No.8.30 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 179.22 | 179.22 | 559.74 | False | None | None | False | None | False | 100316.6028 | 0 | | 3358184 | 118106 | None | 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. Vol-02, Page No. 48, Item No.8.39 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 163.51 | 163.51 | 1094.7 | False | None | None | False | None | False | 178994.397 | 0 | | 3358185 | 118106 | None | 8.41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paintof approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-02, Page No. 48, Item No.8.41 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 172.01 | 172.01 | 95.88 | False | None | None | False | None | False | 16492.3188 | 0 | | 3358186 | 118106 | None | 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Vol-02, Page No. 100, Item No.12.13.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 101779.45 | 101779.45 | 1.68 | False | None | None | False | None | False | 170989.476 | 0 | | 3358187 | 118106 | None | 12.15 | 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) Vol-02, Page No. 100, Item No.12.15 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 7667.32 | 7667.32 | 44.52 | False | None | None | False | None | False | 341349.0864 | 0 | | 3358188 | 118106 | None | 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. Vol-02, Page No. 46, Item No.8.33.2 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 142.14 | 142.14 | 119.34 | False | None | None | False | None | False | 16962.9876 | 0 | | 3358189 | 118106 | None | 8.41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions
of Engineer-in-charge. Vol-02, Page No. 48, Item No.8.41 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 172.01 | 172.01 | 119.34 | False | None | None | False | None | False | 20527.6734 | 0 | | 3358190 | 118106 | None | 11.35.1.1 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. Vol-02, Page No. 87, Item No.11.35.1.1 ---- As per the directions of the Engineer-in-charge of the work | Kgs | 465.56 | 465.56 | 946.92 | False | None | None | False | None | False | 440848.0752 | 0 | | 3358191 | 118106 | None | 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. Vol-02, Page No. 105, Item No.12.54 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 327.54 | 327.54 | 28.38 | False | None | None | False | None | False | 9295.5852 | 0 | | 3358192 | 118106 | None | 11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. Vol-02, Page No. 82, Item No.11.26.1 ---- As per the directions of the Engineer-in-charge of the work | Kgs | 142.14 | 142.14 | 145.8 | False | None | None | False | None | False | 20724.012 | 0 | | 3358193 | 118106 | None | 10.8 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth Vol-02, Page No. 70, Item No. 10.8 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 2872.67 | 2872.67 | 8.64 | False | None | None | False | None | False | 24819.8688 | 0 | | 3358194 | 118106 | None | 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm Vol-02, Page No. 61, Item No. 9.17.2 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1210.25 | 1210.25 | 158.76 | False | None | None | False | None | False | 192139.29 | 0 | | 3358195 | 118106 | None | 9.9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete. Vol-02, Page No. 60, Item No. 9.9 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1108.28 | 1108.28 | 29.76 | False | None | None | False | None | False | 32982.4128 | 0 | | 3358196 | 118106 | None | 9.38 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.Vol-02, Page No. 65, Item No. 9.38 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 1433.76 | 1433.76 | 154.56 | False | None | None | False | None | False | 221601.9456 | 0 | | 3358197 | 118106 | None | 2.5.1 | Terrace floor :Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-01, Page No. 78, Item No.2.5.1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 11609.13 | 11609.13 | 1.86 | False | None | None | False | None | False | 21592.9818 | 0 | | 3358198 | 118106 | None | 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. Vol-01, Page No. 90, Item No.2.11 (a) ---- As per the directions of the Engineer-in-charge of the work | MT | 92140.71 | 92140.71 | 0.9 | False | None | None | False | None | False | 82926.639 | 0 | | 3358199 | 118106 | None | 6.13 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials,labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-02, Page No. 14, Item No.6.13 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 846.66 | 846.66 | 152.22 | False | None | None | False | None | False | 128878.5852 | 0 | | 3358200 | 118106 | None | 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 Vol-02, Page No. 42, Item No.8.8 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 381.1 | 381.1 | 304.44 | False | None | None | False | None | False | 116022.084 | 0 | | 3358201 | 118106 | None | 8.28 | Finishing walls with water proofing cement paint of required shade :Newwork (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-02, Page No. 45, Item No.8.28 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 91.67 | 91.67 | 304.44 | False | None | None | False | None | False | 27908.0148 | 0 | | 3358202 | 118106 | None | 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 @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Vol-02, Page No. 149, Item No.15.1 ---- As per the directions of the Engineer-in-charge of the work | Sqm | 841.51 | 841.51 | 171.72 | False | None | None | False | None | False | 144504.0972 | 0 | | 3358203 | 118106 | None | 1.4.1 | Water supply and Sanitary works : 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, rutting,barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Volume -1, Page No. 5, Item No.1.4 .1 ---- As per the directions of the Engineer-in-charge of the work | Cum | 249.26 | 249.26 | 31.62 | False | None | None | False | None | False | 7881.6012 | 0 | | 3358204 | 118106 | None | 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 Volume -2, Page No. 131, Item No.14.1.1 ---- As per the directions of the Engineer-in-charge of the work | Each | 5030.52 | 5030.52 | 12.0 | False | None | None | False | None | False | 60366.24 | 0 | | 3358205 | 118106 | None | 13.2.2 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore Volume -2, Page No. 117, Item No.13.2.2 ---- As per the directions of the Engineer-in-charge of the work | Each | 314.15 | 314.15 | 60.0 | False | None | None | False | None | False | 18849.0 | 0 | | 3358206 | 118106 | None | 13.31.2 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 20mm nominal OD pipes - including cost of all material, labour, HOM of machinary with all lead and lift etc., complete as per the specification and as directed by the engineer in charge of work.(Page no :98,Item no :13.85.2) - 20mm Volume -2, Page No. 122, Item No.13.31.2 ---- As per the directions of the Engineer-in-charge of the work | Rmtr | 249.26 | 249.26 | 120.0 | False | None | None | False | None | False | 29911.2 | 0 | | 3358207 | 118106 | None | 13.31.3 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 25mm nominal OD pipes - including cost of all material, labour, HOM of machinary with all lead and lift etc., complete as per the specification and as directed by the engineer in charge of work.(Page no :98,Item no :13.85.3) - 25mm Volume -2, Page No. 122, Item No.13.31.3 ---- As per the directions of the Engineer-in-charge of the work | Rmtr | 327.54 | 327.54 | 108.0 | False | None | None | False | None | False | 35374.32 | 0 | | 3358208 | 118106 | None | 14.10.2.3 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 470x420 mm bowl depth 178 mm Volume -2, Page No. 134, Item No.14.10.2.3 ---- As per the directions of the Engineer-in-charge of the work | Each | 2578.09 | 2578.09 | 12.0 | False | None | None | False | None | False | 30937.08 | 0 | | 3358209 | 118106 | None | 13.70.7 | KSRB13-8.5 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 160mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9.(Page no :96,Item no :13.70.7) ---- As per the directions of the Engineer-in-charge of the work | Rmtr | 645.81 | 645.81 | 120.0 | False | None | None | False | None | False | 77497.2 | 0 | | 3358210 | 118106 | None | 13.8.8 | KSRB13-8.5 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 90mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9.(Page no :96,Item no :13.8.8) ---- As per the directions of the Engineer-in-charge of the work | Rmtr | 391.4 | 391.4 | 144.0 | False | None | None | False | None | False | 56361.6 | 0 | | 3358211 | 118106 | None | 13.55 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay (non modular) bricks of class designation 3.5 Volume -2, Page No. 127, Item No.13.55 ---- As per the directions of the Engineer-in-charge of the work | Each | 7623.03 | 7623.03 | 12.0 | False | None | None | False | None | False | 91476.36 | 0 | | 3358212 | 118106 | None | 13.4.2 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32 mm nominal bore. (PWD SR Vol-02, 2023-24, ltem no.13.4.2, Page No.117) ---- As per the directions of the Engineer-in-charge of the work | Each | 615.94 | 615.94 | 12.0 | False | None | None | False | None | False | 7391.28 | 0 | | 3358213 | 118106 | None | 13.3.1 | Providing and fixing brass stop cock of approved quality : 15 mm nominal bore Volume -2, Page No. 117, Item No.13.3.1 ---- As per the directions of the Engineer-in-charge of the work | Each | 307.97 | 307.97 | 36.0 | False | None | None | False | None | False | 11086.92 | 0 | | 3358214 | 118106 | None | 13.34A | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.(For 1000 litre capacity) (PWD SR Vol-02, 2023-24, Sl no. 13.34A, Page No.123) Volume -2, Page No. 123, Item No.13.34A ---- As per the directions of the Engineer-in-charge of the work | Each | 9.27 | 9.27 | 12000.0 | False | None | None | False | None | False | 111240.0 | 0 | | 3358215 | 118106 | None | 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 Volume -1, Page No. 07, Item No.1.10 ---- As per the directions of the Engineer-in-charge of the work | Cum | 164.8 | 164.8 | 17.58 | False | None | None | False | None | False | 2897.184 | 0 | | 3358216 | 118106 | None | 13.48 | Providing and fixing on wall face unplastcised Rigid PVC rain water pipes confirming to IS:13592 Type A, including jointing with seal ring confirming to IS:5382, leaving 10mm gap for thermal expansion,(i) single socketed pipes 100mm diameter. ( CM SR 2021-22 P.No. 119/Vol-2/ 13.48) ---- As per the directions of the Engineer-in-charge of the work | Cum | 260.59 | 260.59 | 42.0 | False | None | None | False | None | False | 10944.78 | 0 |
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