| 1709135623000 | 0 | None | None | Buildings | Package No. - 3 - RRND - (a) Construction of R.O Plant,Anganawadi Kendra,Samudaya Bhavana in Akkiyappa Garden in Ward No-17 J.P Park (1 Work), (b) Renovation for Samudayabhavana near Ambedkar Colony Ward No-69 Laggere (1 Work) & (c) Renovation and Construction of GMPS School Mallathahalli (1 Work) & Improvemnts and Development of Anganawadi Kendra Old Mallathahalli in Ward-129 Jnanabharathi (1Work) - Total (4 Works) in RR Nagar Division for the year 2023-24. | 59618048.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2846771 | 92263 | None | item001 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical means A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means MORTH Specofication-202 . Completed as per Engineer Incharge. | Cum | 438.6 | 438.6 | 43.068 | False | None | None | False | None | False | 18889.6248 | 0 | | 2846772 | 92263 | None | item002 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Dismantling Stone Masonry By Manual means B Rubble stone masonry in cement mortar MORTH Specofication-202 Completed as per Engineer Incharge. | Cum | 911.6 | 911.6 | 41.99 | False | None | None | False | None | False | 38278.084 | 0 | | 2846773 | 92263 | None | item003 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A Cement Concrete Grade M-15 & M-20 MORTH Specofication-202 Completed as per Engineer Incharge. | Cum | 1031.5 | 1031.5 | 18.9 | False | None | None | False | None | False | 19495.35 | 0 | | 2846774 | 92263 | None | item004 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. G.S. Sheet Completed as per Engineer Incharge. | Sqm | 360.5 | 360.5 | 192.66 | False | None | None | False | None | False | 69453.93 | 0 | | 2846775 | 92263 | None | item005 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In Ordinary/Soft rock upto 300 mm depth. Completed as per Engineer Incharge. | Cum | 398.2 | 398.2 | 259.901 | False | None | None | False | None | False | 103492.5782 | 0 | | 2846776 | 92263 | None | item006 | 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. Completed as per Engineer Incharge. | Cum | 399.3 | 399.3 | 602.1525 | False | None | None | False | None | False | 240439.49325 | 0 | | 2846777 | 92263 | None | item007 | 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 Depth exceeding 1.5 m, but not exceeding 3 m. Completed as per Engineer Incharge. | Cum | 467.5 | 467.5 | 425.741 | False | None | None | False | None | False | 199033.9175 | 0 | | 2846778 | 92263 | None | item008 | 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 20percent E.C. / Lindane 20percent E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.Completed as per Engineer Incharge. | Sqm | 129.8 | 129.8 | 1104.12 | False | None | None | False | None | False | 143314.776 | 0 | | 2846779 | 92263 | None | item009 | 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. Completed as per Engineer Incharge. | Cum | 292.6 | 292.6 | 104.88 | False | None | None | False | None | False | 30687.888 | 0 | | 2846780 | 92263 | None | item010 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Completed as per Engineer Incharge. | Cum | 7027.9 | 7027.9 | 70.783 | False | None | None | False | None | False | 497455.8457 | 0 | | 2846781 | 92263 | None | item011 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge | Sqm | 280.5 | 280.5 | 103.041 | False | None | None | False | None | False | 28903.0005 | 0 | | 2846782 | 92263 | None | item012 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications.Completed as per Engineer Incharge. | Cum | 2950.2 | 2950.2 | 99.54 | False | None | None | False | None | False | 293662.908 | 0 | | 2846783 | 92263 | None | item013 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates. Completed as per Engineer Incharge. | Cum | 6838.7 | 6838.7 | 90.3 | False | None | None | False | None | False | 617534.61 | 0 | | 2846784 | 92263 | None | item014 | 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 and down size graded crushed coarse aggregates. Completed as per Engineer Incharge. | Cum | 7468.95 | 7468.95 | 42.53 | False | None | None | False | None | False | 317654.4435 | 0 | | 2846785 | 92263 | None | item015 | 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 and down size graded crushed coarse aggregates. Completed as per Engineer Incharge. | Cum | 7527.16 | 7527.16 | 13.9345 | False | None | None | False | None | False | 104887.21102 | 0 | | 2846786 | 92263 | None | item016 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Ground Floor Column Above Plinth Beam. Completed as per Engineer Incharge. | Cum | 12796.4 | 12796.4 | 8.86 | False | None | None | False | None | False | 113376.104 | 0 | | 2846787 | 92263 | None | item016.1 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. First Floor Column. Completed as per Engineer Incharge. | Cum | 12871.68 | 12871.68 | 8.11 | False | None | None | False | None | False | 104389.3248 | 0 | | 2846788 | 92263 | None | item016.2 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Second Floor Column. Completed as per Engineer Incharge. | Cum | 12946.95 | 12946.95 | 22.3 | False | None | None | False | None | False | 288716.985 | 0 | | 2846789 | 92263 | None | item016.3 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Third Floor Column. Completed as per Engineer Incharge. | Cum | 13022.22 | 13022.22 | 9.55 | False | None | None | False | None | False | 124362.201 | 0 | | 2846790 | 92263 | None | item016.4 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Fourth Floor Column. Completed as per Engineer Incharge. | Cum | 13097.5 | 13097.5 | 1.18 | False | None | None | False | None | False | 15455.05 | 0 | | 2846791 | 92263 | None | item016.5 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Ground Floor Plinth Beam, Slab, Staircase. Completed as per Engineer Incharge. | Cum | 11290.95 | 11290.95 | 71.69 | False | None | None | False | None | False | 809448.2055 | 0 | | 2846792 | 92263 | None | item016.6 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Ground Floor Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. | Cum | 12043.67 | 12043.67 | 18.64 | False | None | None | False | None | False | 224494.0088 | 0 | | 2846793 | 92263 | None | item016.7 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. First Floor Roof Slab, Staircase. Completed as per Engineer Incharge. | Cum | 11366.22 | 11366.22 | 47.24 | False | None | None | False | None | False | 536940.2328 | 0 | | 2846794 | 92263 | None | item016.8 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. First Floor Roof Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. | Cum | 12118.95 | 12118.95 | 14.1006 | False | None | None | False | None | False | 170884.46637 | 0 | | 2846795 | 92263 | None | item016.9 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Second Floor Roof Slab, Staircase. Completed as per Engineer Incharge. | Cum | 11441.49 | 11441.49 | 99.67 | False | None | None | False | None | False | 1140373.3083 | 0 | | 2846796 | 92263 | None | item016.10 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Second Floor Roof Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. | Cum | 12194.22 | 12194.22 | 33.5124 | False | None | None | False | None | False | 408657.578328 | 0 | | 2846797 | 92263 | None | item016.11 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Third Floor Roof Slab, Staircase. Completed as per Engineer Incharge. | Cum | 11516.76 | 11516.76 | 23.39 | False | None | None | False | None | False | 269377.0164 | 0 | | 2846798 | 92263 | None | item016.12 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Third Floor Roof Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. | Cum | 12269.49 | 12269.49 | 3.6774 | False | None | None | False | None | False | 45119.822526 | 0 | | 2846799 | 92263 | None | item016.13 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Fourth Floor Roof Slab, Staircase. Completed as per Engineer Incharge. | Cum | 11592.04 | 11592.04 | 3.27 | False | None | None | False | None | False | 37905.9708 | 0 | | 2846800 | 92263 | None | item017 | 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. Ground Floor Completed as per Engineer Incharge. | Tonne | 98402.7 | 98402.7 | 73.61 | False | None | None | False | None | False | 7243422.747 | 0 | | 2846801 | 92263 | None | item017.1 | 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. First Floor. Completed as per Engineer Incharge. | Tonne | 99386.72 | 99386.72 | 5.44 | False | None | None | False | None | False | 540663.7568 | 0 | | 2846802 | 92263 | None | item017.2 | 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. Second Floor. Completed as per Engineer Incharge. | Tonne | 100370.75 | 100370.75 | 18.04 | False | None | None | False | None | False | 1810688.33 | 0 | | 2846803 | 92263 | None | item017.3 | 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. Third Floor. Completed as per Engineer Incharge. | Tonne | 101354.78 | 101354.78 | 4.56 | False | None | None | False | None | False | 462177.7968 | 0 | | 2846804 | 92263 | None | item017.4 | 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. Fourth Floor. Completed as per Engineer Incharge. | Tonne | 102338.8 | 102338.8 | 0.54 | False | None | None | False | None | False | 55262.952 | 0 | | 2846805 | 92263 | None | item018 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications..Ground Floor. Completed as per Engineer Incharge. | Sqm | 5860.8 | 5860.8 | 219.129 | False | None | None | False | None | False | 1284271.2432 | 0 | | 2846806 | 92263 | None | item018.1 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. First Floor. Completed as per Engineer Incharge. | Sqm | 5919.4 | 5919.4 | 84.536 | False | None | None | False | None | False | 500402.3984 | 0 | | 2846807 | 92263 | None | item018.2 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Second Floor. Completed as per Engineer Incharge. | Sqm | 5978.01 | 5978.01 | 306.66 | False | None | None | False | None | False | 1833216.5466 | 0 | | 2846808 | 92263 | None | item018.3 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Third Floor. Completed as per Engineer Incharge. | Sqm | 6036.62 | 6036.62 | 19.17 | False | None | None | False | None | False | 115722.0054 | 0 | | 2846809 | 92263 | None | item019 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Ground Floor. Completed as per Engineer Incharge. | Sqm | 3137.2 | 3137.2 | 150.22 | False | None | None | False | None | False | 471270.184 | 0 | | 2846810 | 92263 | None | item019.1 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. First Floor. Completed as per Engineer Incharge. | Sqm | 3168.57 | 3168.57 | 166.52 | False | None | None | False | None | False | 527630.2764 | 0 | | 2846811 | 92263 | None | item019.2 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.. Second Floor. Completed as per Engineer Incharge. | Sqm | 3199.94 | 3199.94 | 166.52 | False | None | None | False | None | False | 532854.0088 | 0 | | 2846812 | 92263 | None | item019.3 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.. Third Floor. Completed as per Engineer Incharge. | Sqm | 3231.31 | 3231.31 | 112.16 | False | None | None | False | None | False | 362423.7296 | 0 | | 2846813 | 92263 | None | item020 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. Ground Floor. Completed as per Engineer Incharge. | Sqm | 1376.1 | 1376.1 | 97.09 | False | None | None | False | None | False | 133605.549 | 0 | | 2846814 | 92263 | None | item020.1 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. First Floor. Completed as per Engineer Incharge. | Sqm | 1389.86 | 1389.86 | 108.22 | False | None | None | False | None | False | 150410.6492 | 0 | | 2846815 | 92263 | None | item020.2 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. Second Floor. Completed as per Engineer Incharge. | Sqm | 1403.62 | 1403.62 | 98.75 | False | None | None | False | None | False | 138607.475 | 0 | | 2846816 | 92263 | None | item020.3 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. Third Floor. Completed as per Engineer Incharge. | Sqm | 1417.38 | 1417.38 | 60.92 | False | None | None | False | None | False | 86346.7896 | 0 | | 2846817 | 92263 | None | item021 | 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 400percent 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. First Floor. Completed as per Engineer Incharge. | Sqm | 898.7 | 898.7 | 97.68 | False | None | None | False | None | False | 87785.016 | 0 | | 2846818 | 92263 | None | item021.1 | 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 400percent 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. Third Floor. Completed as per Engineer Incharge. | Sqm | 925.66 | 925.66 | 656.69 | False | None | None | False | None | False | 607871.6654 | 0 | | 2846819 | 92263 | None | item022 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floor. Completed as per Engineer Incharge. | Sqm | 1441.0 | 1441.0 | 343.133 | False | None | None | False | None | False | 494454.653 | 0 | | 2846820 | 92263 | None | item022.1 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. First Floor. Completed as per Engineer Incharge. | Sqm | 1455.4 | 1455.4 | 211.86 | False | None | None | False | None | False | 308341.044 | 0 | | 2846821 | 92263 | None | item022.2 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Second Floor. Completed as per Engineer Incharge. | Sqm | 1469.82 | 1469.82 | 606.21 | False | None | None | False | None | False | 891019.5822 | 0 | | 2846822 | 92263 | None | item022.3 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Third Floor. Completed as per Engineer Incharge. | Sqm | 1484.23 | 1484.23 | 285.339 | False | None | None | False | None | False | 423508.70397 | 0 | | 2846823 | 92263 | None | item022.4 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Fourth Floor. Completed as per Engineer Incharge. | Sqm | 1498.64 | 1498.64 | 48.768 | False | None | None | False | None | False | 73085.67552 | 0 | | 2846824 | 92263 | None | item023 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floor. Completed as per Engineer Incharge. | Sqm | 1214.4 | 1214.4 | 58.27 | False | None | None | False | None | False | 70763.088 | 0 | | 2846825 | 92263 | None | item023.1 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. First Floor. Completed as per Engineer Incharge. | Sqm | 1226.54 | 1226.54 | 51.57 | False | None | None | False | None | False | 63252.6678 | 0 | | 2846826 | 92263 | None | item024 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floor. Completed as per Engineer Incharge. | Sqm | 1354.1 | 1354.1 | 28.035 | False | None | None | False | None | False | 37962.1935 | 0 | | 2846827 | 92263 | None | item024.1 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Third Floor. Completed as per Engineer Incharge. | Sqm | 1394.72 | 1394.72 | 24.43 | False | None | None | False | None | False | 34073.0096 | 0 | | 2846828 | 92263 | None | item024.2 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Fourth Floor. Completed as per Engineer Incharge. | Sqm | 1408.26 | 1408.26 | 24.43 | False | None | None | False | None | False | 34403.7918 | 0 | | 2846829 | 92263 | None | item025 | 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. Ground Floor | Sqm | 408.1 | 408.1 | 675.57 | False | None | None | False | None | False | 275700.117 | 0 | | 2846830 | 92263 | None | item025.1 | 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.. First Floor | Sqm | 412.18 | 412.18 | 370.97 | False | None | None | False | None | False | 152906.4146 | 0 | | 2846831 | 92263 | None | item025.2 | 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. Second Floor | Sqm | 416.26 | 416.26 | 760.82 | False | None | None | False | None | False | 316698.9332 | 0 | | 2846832 | 92263 | None | item025.3 | 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.. Third Floor | Sqm | 420.34 | 420.34 | 1133.226 | False | None | None | False | None | False | 476340.21684 | 0 | | 2846833 | 92263 | None | item025.4 | 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. Fourth Floor | Sqm | 424.42 | 424.42 | 109.63 | False | None | None | False | None | False | 46529.1646 | 0 | | 2846834 | 92263 | None | item026 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding 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. Ground Floor | Sqm | 402.6 | 402.6 | 387.499 | False | None | None | False | None | False | 156007.0974 | 0 | | 2846835 | 92263 | None | item026.1 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding 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. First Floor | Sqm | 406.62 | 406.62 | 372.426 | False | None | None | False | None | False | 151435.86012 | 0 | | 2846836 | 92263 | None | item026.2 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding 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. Second Floor | Sqm | 410.65 | 410.65 | 561.79 | False | None | None | False | None | False | 230699.0635 | 0 | | 2846837 | 92263 | None | item026.3 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding 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. Third Floor | Sqm | 414.67 | 414.67 | 220.79 | False | None | None | False | None | False | 91554.9893 | 0 | | 2846838 | 92263 | None | item027 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 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. Ground Floor | Sqm | 355.3 | 355.3 | 332.99 | False | None | None | False | None | False | 118311.347 | 0 | | 2846839 | 92263 | None | item027.1 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 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. First Floor | Sqm | 358.85 | 358.85 | 329.7296 | False | None | None | False | None | False | 118323.46696 | 0 | | 2846840 | 92263 | None | item027.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 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. Second Floor | Sqm | 362.4 | 362.4 | 492.27 | False | None | None | False | None | False | 178398.648 | 0 | | 2846841 | 92263 | None | item027.3 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 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. Third Floor | Sqm | 365.95 | 365.95 | 199.5571 | False | None | None | False | None | False | 73027.920745 | 0 | | 2846842 | 92263 | None | item027.4 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 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. Fourth Floor | Sqm | 369.51 | 369.51 | 7.92 | False | None | None | False | None | False | 2926.5192 | 0 | | 2846843 | 92263 | None | item028 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floor | Sqm | 324.5 | 324.5 | 53.59 | False | None | None | False | None | False | 17389.955 | 0 | | 2846844 | 92263 | None | item028.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floor | Sqm | 327.74 | 327.74 | 30.15 | False | None | None | False | None | False | 9881.361 | 0 | | 2846845 | 92263 | None | item028.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floor | Sqm | 334.23 | 334.23 | 33.07 | False | None | None | False | None | False | 11052.9861 | 0 | | 2846846 | 92263 | None | item028.3 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Fourth Floor | Sqm | 337.48 | 337.48 | 33.07 | False | None | None | False | None | False | 11160.4636 | 0 | | 2846847 | 92263 | None | item029 | 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. | Sqm | 28.6 | 28.6 | 6241.7831 | False | None | None | False | None | False | 178514.99666 | 0 | | 2846848 | 92263 | None | item030 | 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. | Sqm | 191.4 | 191.4 | 3791.078 | False | None | None | False | None | False | 725612.3292 | 0 | | 2846849 | 92263 | None | item031 | 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. | Sqm | 150.7 | 150.7 | 2067.5189 | False | None | None | False | None | False | 311575.09823 | 0 | | 2846850 | 92263 | None | item032 | 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--in-charge. | Sqm | 139.7 | 139.7 | 3349.94 | False | None | None | False | None | False | 467986.618 | 0 | | 2846851 | 92263 | None | item033 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Ground Floor. Completed as per Engineer Incharge. | Sqm | 977.9 | 977.9 | 37.47 | False | None | None | False | None | False | 36641.913 | 0 | | 2846852 | 92263 | None | item033.1 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. First Floor Completed as per Engineer Incharge. | Sqm | 987.67 | 987.67 | 8.01 | False | None | None | False | None | False | 7911.2367 | 0 | | 2846853 | 92263 | None | item033.2 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.. Third Floor. Completed as per Engineer Incharge. | Sqm | 1007.23 | 1007.23 | 5.39 | False | None | None | False | None | False | 5428.9697 | 0 | | 2846854 | 92263 | None | item033.3 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Fourth Floor. Completed as per Engineer Incharge. | Sqm | 1017.01 | 1017.01 | 5.39 | False | None | None | False | None | False | 5481.6839 | 0 | | 2846855 | 92263 | None | item034 | 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. Ground Floor. Completed as per Engineer Incharge. | Sqm | 1531.2 | 1531.2 | 162.79 | False | None | None | False | None | False | 249264.048 | 0 | | 2846856 | 92263 | None | item034.1 | 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. First Floor. Completed as per Engineer Incharge. | Sqm | 1546.51 | 1546.51 | 30.15 | False | None | None | False | None | False | 46627.2765 | 0 | | 2846857 | 92263 | None | item034.2 | 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. Third Floor. Completed as per Engineer Incharge. | Sqm | 1577.13 | 1577.13 | 5.39 | False | None | None | False | None | False | 8500.7307 | 0 | | 2846858 | 92263 | None | item034.3 | 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. Fourth Floor. Completed as per Engineer Incharge. | Sqm | 1592.44 | 1592.44 | 5.39 | False | None | None | False | None | False | 8583.2516 | 0 | | 2846859 | 92263 | None | item035 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Completed as per Engineer Incharge. | Sqm | 6290.9 | 6290.9 | 7.19 | False | None | None | False | None | False | 45231.571 | 0 | | 2846860 | 92263 | None | item036 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Ground Floor. Completed as per Engineer Incharge. | Sqm | 5929.0 | 5929.0 | 111.24 | False | None | None | False | None | False | 659541.96 | 0 | | 2846861 | 92263 | None | item036.1 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) First Floor. Completed as per Engineer Incharge. | Sqm | 5988.29 | 5988.29 | 10.79 | False | None | None | False | None | False | 64613.6491 | 0 | | 2846862 | 92263 | None | item036.2 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Second Floor. Completed as per Engineer Incharge. | Sqm | 6047.58 | 6047.58 | 37.44 | False | None | None | False | None | False | 226421.3952 | 0 | | 2846863 | 92263 | None | item036.3 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Third Floor. Completed as per Engineer Incharge. | Sqm | 6106.87 | 6106.87 | 5.39 | False | None | None | False | None | False | 32916.0293 | 0 | | 2846864 | 92263 | None | item037 | 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. Ground Floor. Completed as per Engineer Incharge. | Kg | 184.8 | 184.8 | 3076.91 | False | None | None | False | None | False | 568612.968 | 0 | | 2846865 | 92263 | None | item037.1 | 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. First Floor. Completed as per Engineer Incharge. | Kg | 186.64 | 186.64 | 226.79 | False | None | None | False | None | False | 42328.0856 | 0 | | 2846866 | 92263 | None | item037.2 | 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. Second Floor. Completed as per Engineer Incharge. | Kg | 188.49 | 188.49 | 198.71 | False | None | None | False | None | False | 37454.8479 | 0 | | 2846867 | 92263 | None | item037.3 | 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. Third Floor. Completed as per Engineer Incharge. | Kg | 190.34 | 190.34 | 124.19 | False | None | None | False | None | False | 23638.3246 | 0 | | 2846868 | 92263 | None | item038 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture 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. | Sqm | 152.9 | 152.9 | 178.92 | False | None | None | False | None | False | 27356.868 | 0 | | 2846869 | 92263 | None | item039 | 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. Ground Floor. Completed as per Engineer Incharge. | Cum | 136622.2 | 136622.2 | 0.89 | False | None | None | False | None | False | 121593.758 | 0 | | 2846870 | 92263 | None | item039.1 | 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. First Floor. Completed as per Engineer Incharge. | Cum | 137988.42 | 137988.42 | 0.056 | False | None | None | False | None | False | 7727.35152 | 0 | | 2846871 | 92263 | None | item039.2 | 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. Second Floor. Completed as per Engineer Incharge. | Cum | 139354.64 | 139354.64 | 0.11 | False | None | None | False | None | False | 15329.0104 | 0 | | 2846872 | 92263 | None | item039.3 | 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. Third Floor. Completed as per Engineer Incharge. | Cum | 140720.86 | 140720.86 | 0.056 | False | None | None | False | None | False | 7880.36816 | 0 | | 2846873 | 92263 | None | item040 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 ) Ground Floor. Completed as per Engineer Incharge. | Sqm | 7233.6 | 7233.6 | 31.71 | False | None | None | False | None | False | 229377.456 | 0 | | 2846874 | 92263 | None | item040.1 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 ) First Floor. Completed as per Engineer Incharge. | Sqm | 7305.93 | 7305.93 | 1.89 | False | None | None | False | None | False | 13808.2077 | 0 | | 2846875 | 92263 | None | item040.2 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 ) Second Floor. Completed as per Engineer Incharge. | Sqm | 7378.27 | 7378.27 | 3.78 | False | None | None | False | None | False | 27889.8606 | 0 | | 2846876 | 92263 | None | item040.3 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 ) Third Floor. Completed as per Engineer Incharge. | Sqm | 7450.6 | 7450.6 | 1.89 | False | None | None | False | None | False | 14081.634 | 0 | | 2846877 | 92263 | None | item041 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame Completed as per Engineer Incharge. | Mtr | 707.3 | 707.3 | 120.6 | False | None | None | False | None | False | 85300.38 | 0 | | 2846878 | 92263 | None | item042 | Providing & fixing Factory made 100per carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 35mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. Completed as per Engineer Incharge.2023-24) | Sqm | 3998.5 | 3998.5 | 34.02 | False | None | None | False | None | False | 136028.97 | 0 | | 2846879 | 92263 | None | item043 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid oor/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately).Size 62 x 100mm. Completed as per Engineer Incharge. | Mtr | 795.36 | 795.36 | 12.0 | False | None | None | False | None | False | 9544.32 | 0 | | 2846880 | 92263 | None | item044 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to
the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges.(Sl.No-12.53 I,No-104 of Vol-2 SRB-2023-24) | Sqm | 1799.2 | 1799.2 | 3.78 | False | None | None | False | None | False | 6800.976 | 0 | | 2846881 | 92263 | None | item045 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Ground Floor | Kg | 149.6 | 149.6 | 1791.99 | False | None | None | False | None | False | 268081.704 | 0 | | 2846882 | 92263 | None | item045.1 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Third Floor | Kg | 154.08 | 154.08 | 3048.14 | False | None | None | False | None | False | 469657.4112 | 0 | | 2846883 | 92263 | None | item045.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Fourth Floor | Kg | 155.58 | 155.58 | 10118.16 | False | None | None | False | None | False | 1574183.3328 | 0 | | 2846884 | 92263 | None | item046 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 percent) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. Ground Floor. Completed as per Engineer Incharge. | Sqm | 624.8 | 624.8 | 35.83 | False | None | None | False | None | False | 22386.584 | 0 | | 2846885 | 92263 | None | item046.1 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 percent) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. Third Floor. Completed as per Engineer Incharge. | Sqm | 643.54 | 643.54 | 70.06 | False | None | None | False | None | False | 45086.4124 | 0 | | 2846886 | 92263 | None | item046.2 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 percent) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. Fourth Floor. Completed as per Engineer Incharge. | Sqm | 649.79 | 649.79 | 224.8481 | False | None | None | False | None | False | 146104.046899 | 0 | | 2846887 | 92263 | None | item047 | 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 Engineer in-Charge. Ground Floor | Kg | 151.8 | 151.8 | 2287.392 | False | None | None | False | None | False | 347226.1056 | 0 | | 2846888 | 92263 | None | item047.1 | 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 Engineer in-Charge. First Floor | Kg | 153.31 | 153.31 | 2331.05 | False | None | None | False | None | False | 357373.2755 | 0 | | 2846889 | 92263 | None | item047.2 | 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 Engineer in-Charge. Second Floor | Kg | 154.83 | 154.83 | 2084.64 | False | None | None | False | None | False | 322764.8112 | 0 | | 2846890 | 92263 | None | item047.3 | 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 Engineer in-Charge. Third Floor | Kg | 156.35 | 156.35 | 2183.39 | False | None | None | False | None | False | 341373.0265 | 0 | | 2846891 | 92263 | None | item047.4 | 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 Engineer in-Charge. Fourth Floor | Kg | 157.87 | 157.87 | 962.88 | False | None | None | False | None | False | 152009.8656 | 0 | | 2846892 | 92263 | None | item048 | Providing Tensile Roofing upto 10m ht with single coloumn and beam Which includes Supplyfabrication & erection of MS structure including columns, rafters purlinsconnecting platesgusset plate, base plateanchor bolt etc of Primary supporting steel structure will be fabricated from MS Structural steel tubular sections (Yield Strength 210) of make TATAApolloJindalLoha or other equivalent with coat Anti-corroson treatment followed by one coat of priming with Enamel primer followed by two coats of Enamel paint of makes Asian/Berger/C Coler code as approved and Patterningseaming supply & fixing of PVDF coated polyester Valmex Mehatop PH 900 Type II or Serge Ferrari 90282 fabric Both sides PVDF lacquered Protected against microbial and fungal attack and UV Protected & accessories Supply & foxing of Aluminum extrusions for clamping fabric to surface of steel structure with bolts for faxing. latumen or silicon washers to ensure water tightness Supply & fixing of Galvanized accessories which includes Cables, End plates, SocketsTensioners & Hardwares Analysis and Design of membraneerection and tensioning inclusive of all taxes with all leads and lift and as per the direction of Engineer Incharge. | Sqm | 12199.0 | 12199.0 | 117.195 | False | None | None | False | None | False | 1429661.805 | 0 | | 2846893 | 92263 | None | item049 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 147.0 | 147.0 | 438.72 | False | None | None | False | None | False | 64491.84 | 0 | | 2846894 | 92263 | None | item050 | 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) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge | Cum | 7720.81 | 7720.81 | 156.0 | False | None | None | False | None | False | 1204446.36 | 0 | | 2846895 | 92263 | None | item051 | 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) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge | Cum | 8009.49 | 8009.49 | 93.6 | False | None | None | False | None | False | 749688.264 | 0 | | 2846896 | 92263 | None | item052 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge | Cum | 8478.47 | 8478.47 | 105.3 | False | None | None | False | None | False | 892782.891 | 0 | | 2846897 | 92263 | None | item053 | 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. Completed as per Engineer Incharge | Cum | 7293.0 | 7293.0 | 61.84 | False | None | None | False | None | False | 450999.12 | 0 | | 2846898 | 92263 | None | item054 | Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Completed as per Engineer Incharge | Cum | 2814.9 | 2814.9 | 61.84 | False | None | None | False | None | False | 174073.416 | 0 | | 2846899 | 92263 | None | item055 | 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. Ground Floor | Kg | 621.5 | 621.5 | 266.32 | False | None | None | False | None | False | 165517.88 | 0 | | 2846900 | 92263 | None | item055.1 | 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. First Floor | Kg | 627.71 | 627.71 | 174.96 | False | None | None | False | None | False | 109824.1416 | 0 | | 2846901 | 92263 | None | item055.2 | 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. Second Floor | Kg | 633.93 | 633.93 | 194.4 | False | None | None | False | None | False | 123235.992 | 0 | | 2846902 | 92263 | None | item055.3 | 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. Third Floor | Kg | 640.14 | 640.14 | 213.84 | False | None | None | False | None | False | 136887.5376 | 0 | | 2846903 | 92263 | None | item056 | Providing and fixing mirror of superior glass (of approved quality) andof required shape and size with plastic moulded frame of approvedmake and shade with 6 mm thick hard board backing : Oval shape 450x350 mm (outer dimensions). Completed as per Engineer Incharge | Each | 1172.6 | 1172.6 | 7.0 | False | None | None | False | None | False | 8208.2 | 0 | | 2846904 | 92263 | None | item057 | 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. Completed as per Engineer Incharge | Each | 5372.4 | 5372.4 | 15.0 | False | None | None | False | None | False | 80586.0 | 0 | | 2846905 | 92263 | None | item058 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings.Flat back wash basin of size 630x450mm. Completed as per Engineer Incharge | Each | 1084.6 | 1084.6 | 7.0 | False | None | None | False | None | False | 7592.2 | 0 | | 2846906 | 92263 | None | item059 | 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 /c fittings & fixtures for tank shall be paid separately. Completed as per Engineer Incharge | l | 9.9 | 9.9 | 7000.0 | False | None | None | False | None | False | 69300.0 | 0 | | 2846907 | 92263 | None | item060 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes 100 mm diameter. Completed as per Engineer Incharge | Mtr | 320.1 | 320.1 | 12.0 | False | None | None | False | None | False | 3841.2 | 0 | | 2846908 | 92263 | None | item061 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :Brace Bib Cock , Completed as per Engineer Incharge | Nos | 335.5 | 335.5 | 18.0 | False | None | None | False | None | False | 6039.0 | 0 | | 2846909 | 92263 | None | item062 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Completed as per Engineer Incharge | Each | 545.6 | 545.6 | 6.0 | False | None | None | False | None | False | 3273.6 | 0 | | 2846910 | 92263 | None | item063 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 20mm 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 and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc,. Completed as per Engineer Incharge | Mtr | 238.7 | 238.7 | 650.0 | False | None | None | False | None | False | 155155.0 | 0 | | 2846911 | 92263 | None | item064 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 25mm 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 and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc, Completed as per Engineer Incharge | Mtr | 325.6 | 325.6 | 760.0 | False | None | None | False | None | False | 247456.0 | 0 | | 2846912 | 92263 | None | item065 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Completed as per Engineer Incharge | Nos | 797.5 | 797.5 | 16.0 | False | None | None | False | None | False | 12760.0 | 0 | | 2846913 | 92263 | None | item066 | Providing and fixing 100 mm sand cast Iron grating for gully trap) Completed as per Engineer Incharge | Nos | 51.7 | 51.7 | 21.0 | False | None | None | False | None | False | 1085.7 | 0 | | 2846914 | 92263 | None | item067 | 13.4-Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore. Completed as per Engineer Incharge | Nos | 940.5 | 940.5 | 20.0 | False | None | None | False | None | False | 18810.0 | 0 | | 2846915 | 92263 | None | item068 | Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length, 20 mm nominal bore. Completed as per Engineer Incharge | Each | 121.0 | 121.0 | 13.0 | False | None | None | False | None | False | 1573.0 | 0 | | 2846916 | 92263 | None | item069 | S.C.I. gully or nahani grating 100 mm dia. Completed as per Engineer Incharge | Each | 35.2 | 35.2 | 25.0 | False | None | None | False | None | False | 880.0 | 0 | | 2846917 | 92263 | None | item070 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible Pipe 32 mm dia. Completed as per Engineer Incharge | Each | 101.2 | 101.2 | 9.0 | False | None | None | False | None | False | 910.8 | 0 | | 2846918 | 92263 | None | item071 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Completed as per Engineer Incharge | Each | 299.2 | 299.2 | 15.0 | False | None | None | False | None | False | 4488.0 | 0 | | 2846919 | 92263 | None | item072 | Flushing Cistern P.V.C. 10 lts capacity (low level) (White) (with fittings, accessories and flush pipe). Completed as per Engineer Incharge | Each | 687.5 | 687.5 | 8.0 | False | None | None | False | None | False | 5500.0 | 0 | | 2846920 | 92263 | None | item073 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 150 LPH : Cabin Type. Completed as per Engineer Incharge | Each | 132000.0 | 132000.0 | 2.0 | False | None | None | False | None | False | 264000.0 | 0 | | 2846921 | 92263 | None | item074 | CONCEALED 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. 1.2.1-19/20mm dia 2mm thick. Completed as per Engineer Incharge | Mtr | 66.0 | 66.0 | 680.0 | False | None | None | False | None | False | 44880.0 | 0 | | 2846922 | 92263 | None | item074.1 | CONCEALED 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. 1.2.2-25mm dia 2mm thick. Completed as per Engineer Incharge | Mtr | 78.0 | 78.0 | 540.0 | False | None | None | False | None | False | 42120.0 | 0 | | 2846923 | 92263 | None | item075 | 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. 1.4.1-75x75x65mm .Completed as per Engineer Incharge | Each | 106.0 | 106.0 | 180.0 | False | None | None | False | None | False | 19080.0 | 0 | | 2846924 | 92263 | None | item075.1 | 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. 1.4.3-135x75x65mm. Completed as per Engineer Incharge | Each | 139.0 | 139.0 | 130.0 | False | None | None | False | None | False | 18070.0 | 0 | | 2846925 | 92263 | None | item076 | Supplying and fixing PVC/metal conduit Deep junction box 1.5.1-19/20mm deep junction box. Completed as per Engineer Incharge | Each | 49.0 | 49.0 | 215.0 | False | None | None | False | None | False | 10535.0 | 0 | | 2846926 | 92263 | None | item076.1 | Supplying and fixing PVC/metal conduit Deep junction box .1.5.2-25mm deep junction box. Completed as per Engineer Incharge | Each | 56.0 | 56.0 | 223.0 | False | None | None | False | None | False | 12488.0 | 0 | | 2846927 | 92263 | None | item077 | 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. Completed as per Engineer Incharge | Mtr | 29.0 | 29.0 | 800.0 | False | None | None | False | None | False | 23200.0 | 0 | | 2846928 | 92263 | None | item078 | Supplying And Fixing "S" Hook made out of 14 mm dia M.S. Rod. Completed as per Engineer Incharge | Nos | 52.0 | 52.0 | 28.0 | False | None | None | False | None | False | 1456.0 | 0 | | 2846929 | 92263 | None | item079 | Suplplying and fixing Metal fan box with round hook. Completed as per Engineer Incharge | Nos | 117.0 | 117.0 | 28.0 | False | None | None | False | None | False | 3276.0 | 0 | | 2846930 | 92263 | None | item080 | Point wiring using copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. 2.1.1-a) Short point upto 3Mtrs from tapping point to out let via switch. Completed as per Engineer Incharge | Each | 285.0 | 285.0 | 123.0 | False | None | None | False | None | False | 35055.0 | 0 | | 2846931 | 92263 | None | item080.1 | 2.1.2-b) Medium point above 3Mtrs upto 6Mtr from Tapping point to out let via switch. Completed as per Engineer Incharge | Each | 394.0 | 394.0 | 83.0 | False | None | None | False | None | False | 32702.0 | 0 | | 2846932 | 92263 | None | item081 | 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. I Group A 2.3.1) 1.0 sqmm. Completed as per Engineer Incharge | Each | 19.0 | 19.0 | 800.0 | False | None | None | False | None | False | 15200.0 | 0 | | 2846933 | 92263 | None | item081.1 | 2.3.3) 2.5 Sqmm | Each | 42.0 | 42.0 | 670.0 | False | None | None | False | None | False | 28140.0 | 0 | | 2846934 | 92263 | None | item081.2 | 2.3.4) 4.0 sqmm | Each | 63.0 | 63.0 | 510.0 | False | None | None | False | None | False | 32130.0 | 0 | | 2846935 | 92263 | None | item081.3 | 2.3.5) 6.0 sqmm | Each | 92.0 | 92.0 | 360.0 | False | None | None | False | None | False | 33120.0 | 0 | | 2846936 | 92263 | None | item082 | 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. 3.5.1) 1 to 3 module. Completed as per Engineer Incharge | Each | 137.0 | 137.0 | 122.0 | False | None | None | False | None | False | 16714.0 | 0 | | 2846937 | 92263 | None | item082.1 | 3.5.2) 4 module | Each | 161.0 | 161.0 | 78.0 | False | None | None | False | None | False | 12558.0 | 0 | | 2846938 | 92263 | None | item082.2 | 3.5.3) 6 module | Each | 175.0 | 175.0 | 66.0 | False | None | None | False | None | False | 11550.0 | 0 | | 2846939 | 92263 | None | item082.3 | 3.5.4) 8 module | Each | 234.0 | 234.0 | 52.0 | False | None | None | False | None | False | 12168.0 | 0 | | 2846940 | 92263 | None | item082.4 | 3.5.5) 10-12 module | Each | 284.0 | 284.0 | 39.0 | False | None | None | False | None | False | 11076.0 | 0 | | 2846941 | 92263 | None | item083 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 5.18.1) 6-32 Amps SP. Completed as per Engineer Incharge | Each | 415.0 | 415.0 | 14.0 | False | None | None | False | None | False | 5810.0 | 0 | | 2846942 | 92263 | None | item083.1 | 5.18.2) 40 Amps SP | Each | 793.0 | 793.0 | 12.0 | False | None | None | False | None | False | 9516.0 | 0 | | 2846943 | 92263 | None | item083.2 | 5.18.4) 6-32 Amps DP | Each | 739.0 | 739.0 | 10.0 | False | None | None | False | None | False | 7390.0 | 0 | | 2846944 | 92263 | None | item084 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. a) 48" Sweep (1200mm) Regular model. Completed as per Engineer Incharge | Each | 2984.0 | 2984.0 | 29.0 | False | None | None | False | None | False | 86536.0 | 0 | | 2846945 | 92263 | None | item085 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Completed as per Engineer Incharge | Each | 357.0 | 357.0 | 29.0 | False | None | None | False | None | False | 10353.0 | 0 | | 2846946 | 92263 | None | item086 | Supplying and fixing Moulded Case Circuit Breaker (MCCB)over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Therma lMagnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100percent lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.Three Pole . 100Amps 25kA. Completed as per Engineer Incharge | Each | 6086.0 | 6086.0 | 6.0 | False | None | None | False | None | False | 36516.0 | 0 | | 2846947 | 92263 | None | item087 | Chemical earthing for grounding. Conduits @ cutouts other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superor Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one I ohm Using 6ft. Copper bonded rod with backfill compound. Completed as per Engineer Incharge | Each | 6230.0 | 6230.0 | 4.0 | False | None | None | False | None | False | 24920.0 | 0 | | 2846948 | 92263 | None | item088 | Supplying and fixing regular MCB distribution boards on wall/wood board / flush mounting using required clA, 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. Completed as per Engineer Incharge | Each | 6091.0 | 6091.0 | 8.0 | False | None | None | False | None | False | 48728.0 | 0 | | 2846949 | 92263 | None | item089 | Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube. Completed as per Engineer Incharge | Each | 361.0 | 361.0 | 55.0 | False | None | None | False | None | False | 19855.0 | 0 | | 2846950 | 92263 | None | item090 | Supplying and fixing/replacing of fluorescent tube. Completed as per Engineer Incharge | Each | 242.0 | 242.0 | 55.0 | False | None | None | False | None | False | 13310.0 | 0 | | 2846951 | 92263 | None | item091 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 1.00 HP/0.75KW - 7 STG(stage) Completed as per Engineer Incharge | Each | 13318.0 | 13318.0 | 3.0 | False | None | None | False | None | False | 39954.0 | 0 | | 2846952 | 92263 | None | item092 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 4C x 6 mm2 Completed as per Engineer Incharge | Each | 328.0 | 328.0 | 200.0 | False | None | None | False | None | False | 65600.0 | 0 | | 2846953 | 92263 | None | item093 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Completed as per Engineer Incharge | Cum | 266.2 | 266.2 | 72.0 | False | None | None | False | None | False | 19166.4 | 0 | | 2846954 | 92263 | None | item094 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 4C x 6 mm2. Completed as per Engineer Incharge | Mtr | 328.0 | 328.0 | 100.0 | False | None | None | False | None | False | 32800.0 | 0 | | 2846955 | 92263 | None | item095 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Completed as per Engineer Incharge | Cum | 328.9 | 328.9 | 26.29 | False | None | None | False | None | False | 8646.781 | 0 | | 2846956 | 92263 | None | item096 | Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 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) Completed as per Engineer Incharge | Cum | 6587.9 | 6587.9 | 5.7735 | False | None | None | False | None | False | 38035.24065 | 0 | | 2846957 | 92263 | None | item097 | Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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) Completed as per Engineer Incharge | Cum | 7511.72 | 7511.72 | 3.71 | False | None | None | False | None | False | 27868.4812 | 0 | | 2846958 | 92263 | None | item098 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08percent and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., Complete. Size of Tile 500x500 mm. Completed as per Engineer Incharge | Sqm | 1190.2 | 1190.2 | 46.12 | False | None | None | False | None | False | 54892.024 | 0 | | 2846959 | 92263 | None | item099 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length andb jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Completed as per Engineer Incharge | Sqm | 2896.3 | 2896.3 | 6.5 | False | None | None | False | None | False | 18825.95 | 0 | | 2846960 | 92263 | None | item100 | Raw water Feed pump with starter,Type-Horizontal ,Centrifugal.Make-Kirloskar/Beacon weir/Sumo/CNP(SS),Material of Construction-Cast Iron,Head-36 MWC. Motor-3.0HPthree phase.Starter-L&T Siemen make push botton type DOL Starter. Completed as per Engineer Incharge | Nos | 24500.0 | 24500.0 | 2.0 | False | None | None | False | None | False | 49000.0 | 0 | | 2846961 | 92263 | None | item101 | Multi graded sand filter,type-verticle,Floor Mounted,Make-pentair/structural/ION EXCHANGE(INDIA) LTD/Zeolite/Aquario,min.operating Pressure 2.0kg/cm2,Max. Operating Pressure -3.5kg/cm2, Treatment Flow Rate-6000liters/Hr,Type of valve size-Multiport,50NB,make-UKL/Initiative,Filtering Media -Gravel,Graded Sand & Pebble. Completed as per Engineer Incharge | Nos | 33000.0 | 33000.0 | 2.0 | False | None | None | False | None | False | 66000.0 | 0 | | 2846962 | 92263 | None | item102 | Activated carbon Filter type-Verticle,Floor Mounted,Make-pentair/Structural/ION EXCHANGE(INDIA) LTD/Zeolite/Aquario,min.operating Pressure 2.0kg/cm2,Max. Operating Pressure -3.5kg/cm2, Treatment Flow Rate-6000liters/Hr,Type of valve size-Multiport,50NB,make-UKL/Initiative,Filtering Media -Gravel, Activated Carbon & pebbles. Completed as per Engineer Incharge | Nos | 62500.0 | 62500.0 | 1.0 | False | None | None | False | None | False | 62500.0 | 0 | | 2846963 | 92263 | None | item103 | Water Softner,type-Verticle,Floor Mounted,Make-pentair/Structural/ION EXCHANGE(INDIA) LTD/Zeolite/Aquario,min.operating Pressure 2.0kg/cm2,Max. Operating Pressure 3.5kg/cm2, Treatment Flow Rate-6000liters/Hr,Type of Resin INDION 220Na or Thermax T40. Completed as per Engineer Incharge | Nos | 62000.0 | 62000.0 | 1.0 | False | None | None | False | None | False | 62000.0 | 0 | | 2846964 | 92263 | None | item104 | Antiscalant Dosing System,Equipment Required-Electronic Dosing Pump with Solution Tank,make-Ion Exchange (I) Ltd.,/ASIA LMI/Zeolite,Material of Construction-PP(Polypropelene),Discharge @Max Back Pressure-2.88litr/Hr @8bar,Discharge@Nominal Back Pressure=3.12Lit/Hr @ 4Bar,Chemical to be dosed-INDION Antiscalant. Completed as per Engineer Incharge | Nos | 85000.0 | 85000.0 | 1.0 | False | None | None | False | None | False | 85000.0 | 0 | | 2846965 | 92263 | None | item105 | Accessories for Dosing System,Solution Tank-One No,Volume-100Litres,Material of Construction-HDPE,Tank level Switch-One No. Completed as per Engineer Incharge | Nos | 42000.0 | 42000.0 | 1.0 | False | None | None | False | None | False | 42000.0 | 0 | | 2846966 | 92263 | None | item106 | Reverse Osmosis System,Type-Horizontal Skid,Floor Mounted,Permeate water-Minimum 2000litr/hr,Maximum Permissable TDS in feed (PPM)-2500. Completed as per Engineer Incharge | Nos | 89000.0 | 89000.0 | 1.0 | False | None | None | False | None | False | 89000.0 | 0 | | 2846967 | 92263 | None | item107 | Pressure Vessel,Material of Construction-FRP,Make-Advance Composite/Code Line. Completed as per Engineer Incharge | Nos | 85000.0 | 85000.0 | 1.0 | False | None | None | False | None | False | 85000.0 | 0 | | 2846968 | 92263 | None | item108 | Membrane, Type-Brackish water . Nos required-Three.Make-TORAY JAPAN /Hydranautics/ Filmtec/ Tricep. Completed as per Engineer Incharge | Nos | 88000.0 | 88000.0 | 1.0 | False | None | None | False | None | False | 88000.0 | 0 | | 2846969 | 92263 | None | item109 | High pressure pump,Type- verticle,multistage,Make-GRUNDFOS,MOTOR-7.5 HP 3Phase, Model-CRN series,Material of construction-SS316,starter-L&T/Seimens make push botton type DOL starter. Completed as per Engineer Incharge | Nos | 55000.0 | 55000.0 | 1.0 | False | None | None | False | None | False | 55000.0 | 0 | | 2846970 | 92263 | None | item110 | Micron Filter,Type -JUMBO,Material of construction of housing-poly propelene. Completed as per Engineer Incharge | Nos | 78000.0 | 78000.0 | 1.0 | False | None | None | False | None | False | 78000.0 | 0 | | 2846971 | 92263 | None | item111 | Instruction, Wet panel -Ms powder coated., Mounted on R.O skid, Low pressure switch-one No,High Pressure Switch-one, Digitalconductivity Meter wiyh sensor , Indon brand-one No , ON/OFF selector Switch -one No, High pressure System Pressure Gauge - one No, Auto Flush Timer -one No, Indication Lamps -one No, product Flow Meter- one No, Reject Flow Meter-one No,Reject Re-circolation Meter-one No,Alarm-one No. Completed as per Engineer Incharge | Nos | 86000.0 | 86000.0 | 1.0 | False | None | None | False | None | False | 86000.0 | 0 | | 2846972 | 92263 | None | item112 | pH correction dosing System, Equipment Required-Electronic Dosing Pump with solution Tank, Make-Ion Exchange(1) Ltd.,/ASIA LMI/Zeolite,Material of construction -PP, Discharge @ max . Back Pressure-2.88 Lit/Hr@8Bar.Discharge@Nominal Back Pressure-3.12 Lit/Hr@4Bar,Frequency-100 Strokes / Min, Chemical to be dosed-PH Booster. Completed as per Engineer Incharge | Nos | 83000.0 | 83000.0 | 1.0 | False | None | None | False | None | False | 83000.0 | 0 | | 2846973 | 92263 | None | item113 | Solution Tank with level switch, Solution Tank-one No, Volume-100 Liters. Material of construction-HDPE. Tank levelswitch-one No. Completed as per Engineer Incharge | Nos | 15000.0 | 15000.0 | 1.0 | False | None | None | False | None | False | 15000.0 | 0 | | 2846974 | 92263 | None | item114 | Inter-connecting pipe work ,Raw water tank to feed pump suction and feed pump delivery to R.O. Inlet (up to High pressure pump in let )and RO outlet to Treated water tank-food Grade PVC pipe 40mm NB, Make-Finolex/ supreme,High pressure pump outlet to membrane inlet-ss pipe of required size, Approximate Length-35.0 Metre. Completed as per Engineer Incharge | Nos | 78000.0 | 78000.0 | 1.0 | False | None | None | False | None | False | 78000.0 | 0 | | 2846975 | 92263 | None | item115 | Ultra violet system, Model-UVS-20,Make-Ion Exchange (I) Ltd.,/ASIA LMI/Zeolite,ALFA Flow rate-2000L/H. Completed as per Engineer Incharge | Nos | 74500.0 | 74500.0 | 1.0 | False | None | None | False | None | False | 74500.0 | 0 | | 2846976 | 92263 | None | item116 | RO water strong tank, 2000 ltrs SS tank, to store RO water with required nozzles. Completed as per Engineer Incharge | Nos | 80000.0 | 80000.0 | 1.0 | False | None | None | False | None | False | 80000.0 | 0 | | 2846977 | 92263 | None | item117 | Wending Machine ,Digital Swiping Card Type. Completed as per Engineer Incharge | Nos | 35000.0 | 35000.0 | 1.0 | False | None | None | False | None | False | 35000.0 | 0 | | 2846978 | 92263 | None | item118 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work all kinds of soils upto 300 mm depth - Completed as per Engineer Incharge | Cum | 145.5 | 145.5 | 814.81 | False | None | None | False | None | False | 118554.855 | 0 | | 2846979 | 92263 | None | item119 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing Morth Spection-601. Completed as per Engineer Incharge | Cum | 5412.0 | 5412.0 | 296.1 | False | None | None | False | None | False | 1602493.2 | 0 | | 2846980 | 92263 | None | item120 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Completed as per Engineer Incharge | Cum | 2735.7 | 2735.7 | 373.1 | False | None | None | False | None | False | 1020689.67 | 0 | | 2846981 | 92263 | None | item121 | Construction of M30 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing . Completed as per Engineer Incharge | Cum | 8622.9 | 8622.9 | 296.1 | False | None | None | False | None | False | 2553240.69 | 0 | | 2846982 | 92263 | None | item122 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.MoRTH 602.6.3 . Completed as per Engineer Incharge | Cum | 77.0 | 77.0 | 394.8 | False | None | None | False | None | False | 30399.6 | 0 | | 2846983 | 92263 | None | item123 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. Completed as per Engineer Incharge | Cum | 251.9 | 251.9 | 3.888 | False | None | None | False | None | False | 979.3872 | 0 | | 2846984 | 92263 | None | item124 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge | Cum | 5900.4 | 5900.4 | 0.486 | False | None | None | False | None | False | 2867.5944 | 0 | | 2846985 | 92263 | None | item125 | 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. Completed as per Engineer Incharge | Cum | 6854.1 | 6854.1 | 1.728 | False | None | None | False | None | False | 11843.8848 | 0 | | 2846986 | 92263 | None | item126 | Supply ,Installation, Testing and commissioning of polel/wal mounted 2MP out door IP day night Veri Focal Bullet camera made out of hard plastic body confiming to IP67 weather prooting th CM0s 1.0 inch image sensor, image resolution HD 1920x1080 pixels veri lence IR tange ot 30 mtr or more auto zoom and auto exposure.focal length of 2.8 to12 at 25 fps frame rate Dual compressed video streeming suitabie to operate on 12 volt DC supply at -25 degree to +50 centigrade temperature with 95percent relative humidily along with neccssery fixing. materials etc comalete (Hikission model DS-2CD162FWD-I OR Equivelent) GEM-I-5116877-19839969643). Completed as per Engineer Incharge | Each | 12419.95 | 12419.95 | 18.0 | False | None | None | False | None | False | 223559.1 | 0 | | 2846987 | 92263 | None | item127 | Supply ,Installation, Testing and commissioning of polel/wal mounted 4MP out door IP day night Veri Focal Bullet camera made out of hard plastic body confiming to IP67 weather prooting th CM0s 1.0 inch image sensor, image resolution HD 1920x1080 pixels veri lence IR tange ot 30 mtr or more auto zoom and auto exposure.focal length of 2.8 to12 at 25 fps frame rate Dual compressed video streeming suitabie to operate on 12 volt DC supply at -25 degree to +50 centigrade temperature with 95percent relative humidily along with neccssery fixing. materials etc comalete (Hikission model DS-2CD164FWD-I OR Equivelent) GEM-I-5116877-41803742350). Completed as per Engineer Incharge | Each | 16419.59 | 16419.59 | 12.0 | False | None | None | False | None | False | 197035.08 | 0 | | 2846988 | 92263 | None | item128 | Supply Installation Testing and Commissioning of Rack Mounted 8 Channel power over power over Ethernet (POE) Ethernet network unmanaged switch made out of Alluminum body conforming to IP66 Weather proofing at 10 degree to 50 centigrade temperature along with necessery fixing Materilas etc complete(Netgear make GS30BP or Equivelent)Gem-I-5116877-74144255718). Completed as per Engineer Incharge | Each | 7540.39 | 7540.39 | 18.0 | False | None | None | False | None | False | 135727.02 | 0 | | 2846989 | 92263 | None | item129 | Supply and Fixingof Assorted bracket for Fixing PTZ camera using necessery clamps bolts etc complete(GEM-I-56116877-014264528534). Completed as per Engineer Incharge | Each | 2105.08 | 2105.08 | 12.0 | False | None | None | False | None | False | 25260.96 | 0 | | 2846990 | 92263 | None | item130 | Supply Installation, Testing and commissioning of Rack mounled Four channel Network Video Recorder ( NVR) made out of Alluminium body confirming to IP66 weather proofing supporting IP PTZ image resolution HD 128Ox1080 pixels, Recording speed of at 25 fps frame rate or more,Having HDMI,VGA Bluetooth intertace facility Multi playback optons,SATA1 HDD recording Support and sutable to operate on 230 velt 50 hzs AC supply at 10 degree to 50 centigrade temperature along with necessery fixing materals etc complete (Hikvission model DS-7P04NI- E1 OR Equivelent (GEM-I 5116877-31868270804). Completed as per Engineer Incharge | Each | 12348.37 | 12348.37 | 4.0 | False | None | None | False | None | False | 49393.48 | 0 | | 2846991 | 92263 | None | item131 | Supply Installation, Testing and commissioning of Rack mounled Eight channel Network Video Recorder ( NVR) made out of Alluminium body confirming to IP66 weather proofing supporting IP PTZ image resolution HD 128Ox1080 pixels, Recording speed of at 25 fps frame rate or more,Having HDMI,VGA Bluetooth intertace facility Multi playback optons,SATA1 HDD recording Support and sutable to operate on 230 velt 50 hzs AC supply at 10 degree to 50 centigrade temperature along with necessery fixing materals etc complete (Hikvission model DS-7P04NI- E2 OR Equivelent (GEM-I 5116877-78482283042). Completed as per Engineer Incharge | Each | 20349.09 | 20349.09 | 4.0 | False | None | None | False | None | False | 81396.36 | 0 | | 2846992 | 92263 | None | item132 | Supply Instalation Testrg and coomissionng of Rack mounted Two Terrabyte (2 TB) 7200 rpm SATA1 hard disk drive (HDD) along with necessery fixng materials etc.complete (western Digital WD 21B 4585 OR Equivelent) (GEM--5116877- 18692446478). Completed as per Engineer Incharge | Each | 7858.94 | 7858.94 | 4.0 | False | None | None | False | None | False | 31435.76 | 0 | | 2846993 | 92263 | None | item133 | Supply Instalation Testrg and coomissionng of Rack mounted Four Terrabyte (4 TB) 7200 rpm SATA1 hard disk drive (HDD) along with necessery fixng materials etc.complete (western Digital WDWD40PURZ OR Equivelent) (GEM--5116877- 49116118249). Completed as per Engineer Incharge | Each | 13400.21 | 13400.21 | 4.0 | False | None | None | False | None | False | 53600.84 | 0 | | 2846994 | 92263 | None | item134 | Supply and Fixing of 24f optical Fibre cable splice clouser for over head transmission using necessery clamps bolts etc complete(GEM-I-5116877-330009245291). Completed as per Engineer Incharge | Each | 1133.23 | 1133.23 | 6.0 | False | None | None | False | None | False | 6799.38 | 0 | | 2846995 | 92263 | None | item135 | Supplying and Fixing LC/PC TO LC/PC Single mode Simplex patch Cord 1 Mtr Length (GEM-I-5116877-28079315216). Completed as per Engineer Incharge | Each | 308.74 | 308.74 | 40.0 | False | None | None | False | None | False | 12349.6 | 0 | | 2846996 | 92263 | None | item136 | Supplying and Fixing SC to SC Fiber patch cord 3mtr Length (GEM-I 5116877-36000691868). Completed as per Engineer Incharge | Each | 350.85 | 350.85 | 40.0 | False | None | None | False | None | False | 14034.0 | 0 | | 2846997 | 92263 | None | item137 | Supply Installation Testing and Commissioning of Rack Mounted Fiber Optic Media Converter along with necessery fixing materilas etc Complete (D-Link Model)DEF-855S-15 OR Equivalent)(GEM-I-5116877-3642852680) Completed as per Engineer Incharge | Each | 4561.0 | 4561.0 | 4.0 | False | None | None | False | None | False | 18244.0 | 0 | | 2846998 | 92263 | None | item138 | Supply, Installation Testing and Commissing of Rack Mounted 12 Volt DC 4Amps 8 channel CCTV Camera power supply unit with over voltagesshort circuit and surge protection suitable to operate on 230volt,50Hzs Ac Supply(GEM-I-5116877-12055192319). Completed as per Engineer Incharge | Each | 1261.64 | 1261.64 | 10.0 | False | None | None | False | None | False | 12616.4 | 0 | | 2846999 | 92263 | None | item139 | Supply, Installation Testing and Commissing of Rack Mounted 12 Volt DC 4Amps 16 channel CCTV Camera power supply unit with over voltagesshort circuit and surge protection suitable to operate on 230volt,50Hzs Ac Supply(GEM-I-5116877-12055192319). Completed as per Engineer Incharge | Each | 2792.74 | 2792.74 | 10.0 | False | None | None | False | None | False | 27927.4 | 0 | | 2847000 | 92263 | None | item140 | Supplying Installation testing and Commissioning of 24 inch LED Computer Monitor Suitable operate on 230 volt,50hzs AC Supply (HP Make Or Equivelant(GEM-I-5116877-24797872332). Completed as per Engineer Incharge | Each | 29048.67 | 29048.67 | 4.0 | False | None | None | False | None | False | 116194.68 | 0 | | 2847001 | 92263 | None | item141 | Supply, Installation Testing and Commissioning of 55 Inch LED large Formate Display Samart Television of repute make Suitable to operate on 230 Volt 50 Hzs AC Supply(Samsung make PMH or Equivelent). (GEM-I-5116877-17558963535). Completed as per Engineer Incharge | Each | 89816.66 | 89816.66 | 4.0 | False | None | None | False | None | False | 359266.64 | 0 | | 2847002 | 92263 | None | item142 | Supply Installation Testing and Commissioning of Indoor AC47-60Hz frequency 12.5KA Class B+C one port SPD low Voltage Surge Protector conforming to IP20 on Exiting board using necessery screws wires etc Complete. (GEM-item code-5116877-65076663505)). Completed as per Engineer Incharge | Each | 5136.39 | 5136.39 | 4.0 | False | None | None | False | None | False | 20545.56 | 0 | | 2847003 | 92263 | None | item143 | Supply and Drawing3+1 PVC insulated Shielded 0.4mm dia copper cable conforming to TEC Spections G/W1R06/02.2 pair cable for CCTV System in Existing pipe .Duct using neccessery clamps bolts etc Complete. (GEM-I-5116877-22724894784). Completed as per Engineer Incharge | Each | 54.5 | 54.5 | 220.0 | False | None | None | False | None | False | 11990.0 | 0 | | 2847004 | 92263 | None | item144 | Supplying and Drawing 6F Armoured Optocle Fibre in Exisintg Pipe Duct Using necessery clamps bolts etc complete. (GEM-I-5116877-70580514194). Completed as per Engineer Incharge | Each | 69.07 | 69.07 | 300.0 | False | None | None | False | None | False | 20721.0 | 0 | | 2847005 | 92263 | None | item145 | Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete 2 kVA OFF LINE UPS. Completed as per Engineer Incharge | Each | 21293.0 | 21293.0 | 2.0 | False | None | None | False | None | False | 42586.0 | 0 | | 2847006 | 92263 | None | item146 | Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity . Completed as per Engineer Incharge | Each | 15895.0 | 15895.0 | 5.0 | False | None | None | False | None | False | 79475.0 | 0 | | 2847007 | 92263 | None | item147 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15percent, b) Above 30 M - 30percent (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. (P-No 140, It No 12.4,Vol-V BWSSB SR 2023-24) | No | 5288.0 | 5288.0 | 2.0 | False | None | None | False | None | False | 10576.0 | 0 | | 2847008 | 92263 | None | item148 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (P-No 139,It No 12.1 Vol-V BWSSB SR 2023-24) 0.00 to 50.00m | Mtr | 370.0 | 370.0 | 100.0 | False | None | None | False | None | False | 37000.0 | 0 | | 2847009 | 92263 | None | item149 | 50 to 100 m | Mtr | 464.0 | 464.0 | 100.0 | False | None | None | False | None | False | 46400.0 | 0 | | 2847010 | 92263 | None | item150 | 100 to 150 m | Mtr | 493.0 | 493.0 | 100.0 | False | None | None | False | None | False | 49300.0 | 0 | | 2847011 | 92263 | None | item151 | 150 to 200 m | Mtr | 572.0 | 572.0 | 100.0 | False | None | None | False | None | False | 57200.0 | 0 | | 2847012 | 92263 | None | item152 | 200 to 250 m | Mtr | 671.0 | 671.0 | 100.0 | False | None | None | False | None | False | 67100.0 | 0 | | 2847013 | 92263 | None | item153 | 250 to 300 m | Mtr | 740.0 | 740.0 | 100.0 | False | None | None | False | None | False | 74000.0 | 0 | | 2847014 | 92263 | None | item154 | 300 to 350 m | Mtr | 868.0 | 868.0 | 100.0 | False | None | None | False | None | False | 86800.0 | 0 | | 2847015 | 92263 | None | item155 | Providing and fixing PVC pipe - OD 250mm and 6 Kg/sqcm (P-No A-44,Sl No-651 Vol-V BWSSB SR 2023-24) | Mtr | 1100.0 | 1100.0 | 40.0 | False | None | None | False | None | False | 44000.0 | 0 | | 2847016 | 92263 | None | item156 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(P-No 143,It No 12.32 Vol-V BWSSB SR 2023-24) | Each | 1933.0 | 1933.0 | 22.0 | False | None | None | False | None | False | 42526.0 | 0 | | 2847017 | 92263 | None | item157 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments,(P-No 143,It No 12.33 Vol-V BWSSB SR 2023-24) | Each | 150.0 | 150.0 | 3.66 | False | None | None | False | None | False | 549.0 | 0 | | 2847018 | 92263 | None | item158 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per pecifications,as per necessary ammendments and instructions of engineer incharge of work. (For 10.00 HP -135 LPM @ 168m=12 STG Outlet Dia-2.00") P-No 152,It No 13.16.5 Vol-V BWSSB SR 2023-24) | Each | 43930.0 | 43930.0 | 2.0 | False | None | None | False | None | False | 87860.0 | 0 | | 2847019 | 92263 | None | item159 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50mm Nominal Dia pipes (I.no-13.33.6 Vol-2 Page No 123 Vol II SR-2023-24) | Mtr | 793.1 | 793.1 | 660.0 | False | None | None | False | None | False | 523446.0 | 0 | | 2847020 | 92263 | None | item160 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:1990. 3CX4.0 sq.mm (PWD Ele SR Vol-VI 2023-24,P-7/It-2.6.2) | Mtr | 168.0 | 168.0 | 1320.0 | False | None | None | False | None | False | 221760.0 | 0 | | 2847021 | 92263 | None | item161 | Gunmetal non-return valve-vertical (screwed end) 50 mm dia.(Vol-II SR 2023-24,Pg.No(A-25 /Sl no.425) | Each | 1188.0 | 1188.0 | 2.0 | False | None | None | False | None | False | 2376.0 | 0 | | 2847022 | 92263 | None | item162 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 50mm Nominal Bore :(SR 2023-24 Vol-II P.No 119 I.No 13.10.6) | No | 757.9 | 757.9 | 2.0 | False | None | None | False | None | False | 1515.8 | 0 | | 2847023 | 92263 | None | item163 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for 50mm dia GI elbow(P-No 129,It No 11.7.6 Vol-V BWSSB SR 2023-24) | No | 267.0 | 267.0 | 2.0 | False | None | None | False | None | False | 534.0 | 0 | | 2847024 | 92263 | None | item164 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.For 50mm dia GI Hexagonal Nipple(P-No 132,It No 11.14.6 Vol-V BWSSB SR 2023-24) | No | 213.0 | 213.0 | 2.0 | False | None | None | False | None | False | 426.0 | 0 | | 2847025 | 92263 | None | item165 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.. For 50 mm dia GI collar:(P-No 129,It No 11.6.6 Vol-V BWSSB SR 2023-24) | Each | 267.0 | 267.0 | 110.0 | False | None | None | False | None | False | 29370.0 | 0 | | 2847026 | 92263 | None | item166 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws.20"x20"x2.5", (PWD ELE SR 2023-24 Vol-VI P.no.14/I no.5.6.6) | Each | 326.13 | 326.13 | 2.0 | False | None | None | False | None | False | 652.26 | 0 | | 2847027 | 92263 | None | item167 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(PWD Ele SR 2023-24 Vol-VI ,P-17/Sl no.5.18.6) 50-63 A DP | No | 1102.0 | 1102.0 | 2.0 | False | None | None | False | None | False | 2204.0 | 0 | | 2847028 | 92263 | None | item168 | Supplying of TPST with rewirable porcelain channels in SM encloser made out of 14 SWG powder coated point of approved colour 32 amps (PWD Ele SR 2023-24 Vol-VI, P-14, It-5.5.1) | No | 1701.0 | 1701.0 | 2.0 | False | None | None | False | None | False | 3402.0 | 0 | | 2847029 | 92263 | None | item169 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.(PWD Ele SR 2023-24 Vol-VI,P-19,It no.5.38) | No | 515.0 | 515.0 | 2.0 | False | None | None | False | None | False | 1030.0 | 0 | | 2847030 | 92263 | None | item170 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor. upto 12.5HP (PWD Ele SR 2023-24 Vol-VI,P-14,It no.-5.2.1) | No | 7455.0 | 7455.0 | 2.0 | False | None | None | False | None | False | 14910.0 | 0 | | 2847031 | 92263 | None | item171 | Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacities.(PWD Ele SR 2023-24 Vol-VI,P-14/Sl no.5.3) | No | 904.02 | 904.02 | 2.0 | False | None | None | False | None | False | 1808.04 | 0 | | 2847032 | 92263 | None | item172 | 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-694:2010 confirming to latest amendments. I Group A 4sqmm (PWD-Ele-SR 2023-24, P-5, It no-2.3.4) | Mtr | 63.0 | 63.0 | 30.0 | False | None | None | False | None | False | 1890.0 | 0 | | 2847033 | 92263 | None | item173 | Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor (PWD Ele SR 2023-24 Vol-VI ,P.No-19/Sl no.5.37) | Kvar | 480.0 | 480.0 | 4.0 | False | None | None | False | None | False | 1920.0 | 0 | | 2847034 | 92263 | None | item174 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other quipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.(P-No 157,It No 13.39 Vol-V BWSSB SR 2023-24) | Each | 3750.0 | 3750.0 | 4.0 | False | None | None | False | None | False | 15000.0 | 0 | | 2847035 | 92263 | None | item175 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. . In all kinds of soils. Depth upto 1.50m (P.No-10 I.No- 1.17.1 Vol-1 CSR-2023-24) | Cum | 288.2 | 288.2 | 29.7 | False | None | None | False | None | False | 8559.54 | 0 | | 2847036 | 92263 | None | item176 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 6sqmm,2 core(24 GI Wire-1.4mm)(Pg No 13,It No 32.01,Sl No 197,Material Code 287054 ESCOM SR 2023-24 Vol VI) | Km | 63406.0 | 63406.0 | 0.11 | False | None | None | False | None | False | 6974.66 | 0 | | 2847037 | 92263 | None | item177 | 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32 mm dia 2.5 mm thick(PWD Ele SR 2023-24 Vol-VI, P.No-2 ,It-1.3.3) | Mtr | 99.0 | 99.0 | 110.0 | False | None | None | False | None | False | 10890.0 | 0 | | 2847038 | 92263 | None | item178 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe:: Medium Duty GI pipe of 25mm dia(P-No 127,It No 11.2.3 Vol-V BWSSB SR 2023-24) | Mtr | 322.0 | 322.0 | 8.0 | False | None | None | False | None | False | 2576.0 | 0 | | 2847039 | 92263 | None | item179 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63 amps(PWD Ele SR 2023-24 Vol-VI,P-14,It-5.7.3) | No | 401.0 | 401.0 | 2.0 | False | None | None | False | None | False | 802.0 | 0 | | 2847040 | 92263 | None | item180 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (PWD SR 2023-24 Vol-I, P.No 10, I.No 1.19.1) | Cum | 499.4 | 499.4 | 14.85 | False | None | None | False | None | False | 7416.09 | 0 | | 2847041 | 92263 | None | item181 | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (external work ) - 50mm nominal OD pipes (PWD SR 2023-24 Vol-II, P-123, It-13.33.6) | Mtr | 793.1 | 793.1 | 110.0 | False | None | None | False | None | False | 87241.0 | 0 | | 2847042 | 92263 | None | item182 | Providing and fixing normal gauge polythene pipes of approved quality with special flange pression type fittings of approved make including trench excavation and refilling etc. for EXTERNAL WORKS with: 50mm nominal bore pipes(P-No 191,It No 16.7.4 Vol-V BWSSB SR 2023-24) | Mtr | 139.0 | 139.0 | 110.0 | False | None | None | False | None | False | 15290.0 | 0 | | 2847043 | 92263 | None | item183 | 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 Volume I P.No 7 I.No 1.10) | Cum | 176.0 | 176.0 | 31.18 | False | None | None | False | None | False | 5487.68 | 0 | | 2847044 | 92263 | None | item184 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 65 mm nominal bore PWD SR 2023-24 Volume II P.No 117 I.No :13.4.5 | Each | 1552.1 | 1552.1 | 4.0 | False | None | None | False | None | False | 6208.4 | 0 | | 2847045 | 92263 | None | item185 | Providing and fixing brass stop cock of approved quality :15mm Nominal Bore(PWD SR 2023-24 Volume II P.No 117 I.No :13.3.1) | Each | 328.9 | 328.9 | 4.0 | False | None | None | False | None | False | 1315.6 | 0 | | 2847046 | 92263 | None | item186 | BESCOM deposit Charges and miscellaneous | No | 10000.0 | 10000.0 | 2.0 | False | None | None | False | None | False | 20000.0 | 0 | | 2847047 | 92263 | None | item187 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m.Item No.1.4.1,Page No.(5), Vol I CSR 23-24 | Cum | 487.59 | 487.59 | 667.92 | False | None | None | False | None | False | 325671.1128 | 0 | | 2847048 | 92263 | None | item188 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.Item No.2.1.3,Page No.15, Vol I CSR 23-24 | Cum | 6587.9 | 6587.9 | 109.08 | False | None | None | False | None | False | 718608.132 | 0 | | 2847049 | 92263 | None | item189 | 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).M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Item No.2.4.2,Page No.16, Vol I CSR 23-24 | Cum | 9389.65 | 9389.65 | 215.88 | False | None | None | False | None | False | 2027037.642 | 0 | | 2847050 | 92263 | None | item190 | 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 Item No.2.11h ,Page No.18, Vol-1 SR 23-24 | Tonne | 86912.1 | 86912.1 | 13.356 | False | None | None | False | None | False | 1160798.0076 | 0 | | 2847051 | 92263 | None | item191 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.Item No.17.14 Page No.177, Vol II SR-23-24 | Sqm | 1287.0 | 1287.0 | 540.0 | False | None | None | False | None | False | 694980.0 | 0 | | 2847052 | 92263 | None | item192 | Providing & laying precast drain cover slab of 230 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 1.8 x 0.60 x 0.23) (Approved Data rate)(M25 Design Mix) | Sqm | 4356.0 | 4356.0 | 67.2 | False | None | None | False | None | False | 292723.2 | 0 |
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