| 3879275 | 148938 | None | Page-9 -Item No.2.5A(vol-3) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle | 100 Sqm | 404.79 | 404.79 | 5.0 | False | None | None | False | None | False | 2023.95 | 0 |
| 3879276 | 148938 | None | Page-8 -Item No.1.12(vol-1) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth | Cum | 97.85 | 97.85 | 100.0 | False | None | None | False | None | False | 9785.0 | 0 |
| 3879277 | 148938 | None | Page-8 -Item No.1.14 .1(vol-1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 216.24 | False | None | None | False | None | False | 22718.1744 | 0 |
| 3879278 | 148938 | None | page-5 - item no 4.1(vol-2) | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. - Lindane 20% E.C. at 3.19 l-m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 121.54 | 121.54 | 206.7 | False | None | None | False | None | False | 25122.318 | 0 |
| 3879279 | 148938 | None | Page-15 -Item No.2.1.2(vol-1) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1-4-8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5833.92 | 5833.92 | 51.45 | False | None | None | False | None | False | 300155.184 | 0 |
| 3879280 | 148938 | None | Page-15 -Item No.2.2.3(vol-1) | Providing and laying in position 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . For footings | Cum | 7048.17 | 7048.17 | 49.55 | False | None | None | False | None | False | 349236.8235 | 0 |
| 3879281 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .For Coloumns Ground Floor | Cum | 11982.09 | 11982.09 | 11.34 | False | None | None | False | None | False | 135876.9006 | 0 |
| 3879282 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .For Coloumns First Floor | Cum | 12101.91 | 12101.91 | 5.49 | False | None | None | False | None | False | 66439.4859 | 0 |
| 3879283 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .For Coloumns Second Floor | Cum | 12221.73 | 12221.73 | 3.89 | False | None | None | False | None | False | 47542.5297 | 0 |
| 3879284 | 148938 | None | Page-16 -Item No.2.3.2(vol-1) | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite-trap- basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Ground floor For Grade & Plinth beams | Cum | 10011.6 | 10011.6 | 15.84 | False | None | None | False | None | False | 158583.744 | 0 |
| 3879285 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Ground Floor . For Roof Beams, & Lintels. | Cum | 11277.26 | 11277.26 | 15.68 | False | None | None | False | None | False | 176827.4368 | 0 |
| 3879286 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates First Floor . For Roof Beams, & Lintels. | Cum | 11390.04 | 11390.04 | 14.86 | False | None | None | False | None | False | 169255.9944 | 0 |
| 3879287 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Second Floor . For Roof Beams, & Lintels. | Cum | 11502.81 | 11502.81 | 7.68 | False | None | None | False | None | False | 88341.5808 | 0 |
| 3879288 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Ground Floor Roof slab | Cum | 10572.44 | 10572.44 | 36.42 | False | None | None | False | None | False | 385048.2648 | 0 |
| 3879289 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . First Floor Roof slab | Cum | 10678.16 | 10678.16 | 29.82 | False | None | None | False | None | False | 318422.7312 | 0 |
| 3879290 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .Second Floor Roof slab | Cum | 10783.88 | 10783.88 | 17.0 | False | None | None | False | None | False | 183325.96 | 0 |
| 3879291 | 148938 | None | Page-17 -Item No.6.3.2 (vol-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. Ground Floor | Sqm | 1349.3 | 1349.3 | 290.37 | False | None | None | False | None | False | 391796.241 | 0 |
| 3879292 | 148938 | None | Page-17 -Item No.6.32(vol-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. First Floor | Sqm | 1362.79 | 1362.79 | 204.08 | False | None | None | False | None | False | 278118.1832 | 0 |
| 3879293 | 148938 | None | Page-17 -Item No.6.32(vol-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 | Sqm | 1376.29 | 1376.29 | 223.29 | False | None | None | False | None | False | 307311.7941 | 0 |
| 3879294 | 148938 | None | Page-17 -Item No.6.34(vol-2) | 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 | Sqm | 1137.12 | 1137.12 | 144.42 | False | None | None | False | None | False | 164222.8704 | 0 |
| 3879295 | 148938 | None | Page-17 -Item No.6.34(vol-2) | 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 | Sqm | 1148.49 | 1148.49 | 178.05 | False | None | None | False | None | False | 204488.6445 | 0 |
| 3879296 | 148938 | None | Page-17 -Item No.6.34(vol-2) | 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. Second Floor | Sqm | 1159.86 | 1159.86 | 54.66 | False | None | None | False | None | False | 63397.9476 | 0 |
| 3879297 | 148938 | None | Page-9 -Item No.5.4(vol-2) | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 5.54 | False | None | None | False | None | False | 36456.9118 | 0 |
| 3879298 | 148938 | None | page-7 item no 1.9 vol-1) | 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. | Cum | 273.98 | 273.98 | 165.3 | False | None | None | False | None | False | 45288.894 | 0 |
| 3879299 | 148938 | None | Page-7 -Item No.1.11(vol-1) | Filling approved 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 | Cum | 445.99 | 445.99 | 144.69 | False | None | None | False | None | False | 64530.2931 | 0 |
| 3879300 | 148938 | None | page-15 item no 2.1.6(vol-1) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates Ground floor | Cum | 6430.29 | 6430.29 | 1.03 | False | None | None | False | None | False | 6623.1987 | 0 |
| 3879301 | 148938 | None | page-15 item no 2.1.6(vol-1) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. First Floor | Cum | 6494.59 | 6494.59 | 4.48 | False | None | None | False | None | False | 29095.7632 | 0 |
| 3879302 | 148938 | None | page-15 item no 2.1.6(vol-1) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. Second Floor | Cum | 6558.9 | 6558.9 | 14.65 | False | None | None | False | None | False | 96087.885 | 0 |
| 3879303 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For chejjas & shelves Ground floor. | Cum | 10220.02 | 10220.02 | 1.84 | False | None | None | False | None | False | 18804.8368 | 0 |
| 3879304 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For chejjas & shelves First Floor | Cum | 10322.22 | 10322.22 | 2.21 | False | None | None | False | None | False | 22812.1062 | 0 |
| 3879305 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For chejjas & shelves. Second Floor | Cum | 10424.42 | 10424.42 | 1.24 | False | None | None | False | None | False | 12926.2808 | 0 |
| 3879306 | 148938 | None | KPWD CSR 2018-19 page-15- item no.4.21 | Extra for providing throating or drip moulding to R.C.C chajja. Ground Floor | m | 33.99 | 33.99 | 85.4 | False | None | None | False | None | False | 2902.746 | 0 |
| 3879307 | 148938 | None | page-44- itemno 8.16 a(vol-2) | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. | Sqm | 1275.14 | 1275.14 | 17.41 | False | None | None | False | None | False | 22200.1874 | 0 |
| 3879308 | 148938 | None | page-42- item no 8.8 (vol-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.. for Outside walls Ground Floor | Sqm | 382.13 | 382.13 | 371.0 | False | None | None | False | None | False | 141770.23 | 0 |
| 3879309 | 148938 | None | page-42- item no 8.8(vol-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.. for Outside walls. First Floor | Sqm | 385.95 | 385.95 | 294.31 | False | None | None | False | None | False | 113588.9445 | 0 |
| 3879310 | 148938 | None | page-42- item no 8.8(vol-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.. for Outside walls. Second Floor | Sqm | 389.77 | 389.77 | 346.83 | False | None | None | False | None | False | 135183.9291 | 0 |
| 3879311 | 148938 | None | page-41- item no 8.4.2(vol-2) | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever requiredsmoothrendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Ground Floor for inside walls | Sqm | 321.36 | 321.36 | 618.19 | False | None | None | False | None | False | 198661.5384 | 0 |
| 3879312 | 148938 | None | page-41- item no 8.4.2(vol-2) | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever requiredsmoothrendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. First Floor for inside walls | Sqm | 324.57 | 324.57 | 610.75 | False | None | None | False | None | False | 198231.1275 | 0 |
| 3879313 | 148938 | None | page-41- item no 8.4.2 (vol-2) | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever requiredsmoothrendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Second Floor for inside walls | Sqm | 327.79 | 327.79 | 253.55 | False | None | None | False | None | False | 83111.1545 | 0 |
| 3879314 | 148938 | None | page-43- item no 8.10(vol-2) | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... for Ceiling Ground Floor | Sqm | 217.33 | 217.33 | 277.2 | False | None | None | False | None | False | 60243.876 | 0 |
| 3879315 | 148938 | None | page-43- item no 8.10(vol-2) | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... for Ceiling First Floor | Sqm | 219.5 | 219.5 | 252.39 | False | None | None | False | None | False | 55399.605 | 0 |
| 3879316 | 148938 | None | page-43- item no 8.10(vol-2) | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... for Ceiling Second Floor | Sqm | 221.68 | 221.68 | 115.33 | False | None | None | False | None | False | 25566.3544 | 0 |
| 3879317 | 148938 | None | page-41- item no 8.2.1(vol-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.Ground floor | Sqm | 303.85 | 303.85 | 99.46 | False | None | None | False | None | False | 30220.921 | 0 |
| 3879318 | 148938 | None | page-41- item no 8.2.1 (vol-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 First Floor | Sqm | 306.89 | 306.89 | 98.7 | False | None | None | False | None | False | 30290.043 | 0 |
| 3879319 | 148938 | None | page-41- item no 8.2.1(vol-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. Second Floor | Sqm | 309.93 | 309.93 | 97.55 | False | None | None | False | None | False | 30233.6715 | 0 |
| 3879320 | 148938 | None | page-63- item no 9.24(vol-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, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Ground Floor | Sqm | 2937.56 | 2937.56 | 90.63 | False | None | None | False | None | False | 266231.0628 | 0 |
| 3879321 | 148938 | None | page-63- item no 9.24 (vol-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, Cherry Red, Brown, Cat Eye, River Pink or equivalent. First Floor | Sqm | 2966.94 | 2966.94 | 42.27 | False | None | None | False | None | False | 125412.5538 | 0 |
| 3879322 | 148938 | None | page- 61 & 62- item no 9.17.2 & 9.20.2 (vol-2) | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm , Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge. Ground floor | Sqm | 1425.52 | 1425.52 | 179.08 | False | None | None | False | None | False | 255282.1216 | 0 |
| 3879323 | 148938 | None | page- 61 & 62- item no 9.17.2 & 9.20.2 (vol-2) | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm , Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge.. First Floor | Sqm | 1439.78 | 1439.78 | 165.46 | False | None | None | False | None | False | 238225.9988 | 0 |
| 3879324 | 148938 | None | page- 61 & 62- item no 9.17.2 & 9.20.2 (vol-2) | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm , Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge.. Second Floor | Sqm | 1454.03 | 1454.03 | 63.05 | False | None | None | False | None | False | 91676.5915 | 0 |
| 3879325 | 148938 | None | page- 60 & 62- item no 9.11 & 9.20.2 (vol-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. Ground Floor. Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge. Ground floor | Sqm | 1130.94 | 1130.94 | 20.14 | False | None | None | False | None | False | 22777.1316 | 0 |
| 3879326 | 148938 | None | page- 60 & 62- item no 9.11 & 9.20.2 (vol-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. Ground Floor. Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge.. First Floor | Sqm | 1142.25 | 1142.25 | 18.1 | False | None | None | False | None | False | 20674.725 | 0 |
| 3879327 | 148938 | None | page- 60 & 62- item no 9.11 & 9.20.2 (vol-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. Ground Floor. Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge.. Second Floor | Sqm | 1153.56 | 1153.56 | 22.38 | False | None | None | False | None | False | 25816.6728 | 0 |
| 3879328 | 148938 | None | page- 65- item no 9.38(vol-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. | Sqm | 1433.76 | 1433.76 | 90.71 | False | None | None | False | None | False | 130056.3696 | 0 |
| 3879329 | 148938 | None | page- 65- item no 9.38(vol-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.. First Floor | Sqm | 1448.1 | 1448.1 | 81.98 | False | None | None | False | None | False | 118715.238 | 0 |
| 3879330 | 148938 | None | page- 65- item no 9.38(vol-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.. Second Floor | Sqm | 1462.44 | 1462.44 | 87.74 | False | None | None | False | None | False | 128314.4856 | 0 |
| 3879331 | 148938 | None | page-86- item no 11.34A(Vol-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. Ground floor | Kgs | 173.04 | 173.04 | 2104.88 | False | None | None | False | None | False | 364228.4352 | 0 |
| 3879332 | 148938 | None | page-86- item no 11.34A(Vol-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. First Floor | Kgs | 174.77 | 174.77 | 977.05 | False | None | None | False | None | False | 170759.0285 | 0 |
| 3879333 | 148938 | None | page-86- item no 11.34A(Vol-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 | Kgs | 176.5 | 176.5 | 698.36 | False | None | None | False | None | False | 123260.54 | 0 |
| 3879334 | 148938 | None | page-85- item no 11.28(vol-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 | Kgs | 581.95 | 581.95 | 575.1 | False | None | None | False | None | False | 334679.445 | 0 |
| 3879335 | 148938 | None | page-100- item no 12.13.1 (vol-2) | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Ground Floor | Cum | 101779.45 | 101779.45 | 0.27 | False | None | None | False | None | False | 27480.4515 | 0 |
| 3879336 | 148938 | None | page-100- item no 12.13.1(vol-2) | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. First Floor | Cum | 102797.24 | 102797.24 | 0.35 | False | None | None | False | None | False | 35979.034 | 0 |
| 3879337 | 148938 | None | page-100- item no 12.13.1(vol-2) | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Second Floor | Cum | 103815.04 | 103815.04 | 0.16 | False | None | None | False | None | False | 16610.4064 | 0 |
| 3879338 | 148938 | None | page-104- item no 12.51 (vol-2) | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | Nos | 1046.48 | 1046.48 | 6.0 | False | None | None | False | None | False | 6278.88 | 0 |
| 3879339 | 148938 | None | page-104- item no 12.51(vol-2) | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.. First Floor | Nos | 1056.94 | 1056.94 | 8.0 | False | None | None | False | None | False | 8455.52 | 0 |
| 3879340 | 148938 | None | page-104- item no 12.51 (vol-2) | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Second Floor | Nos | 1067.41 | 1067.41 | 3.0 | False | None | None | False | None | False | 3202.23 | 0 |
| 3879341 | 148938 | None | page-105- item no 12.57.1(vol-2) | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick Both side teak | Sqm | 4627.79 | 4627.79 | 13.22 | False | None | None | False | None | False | 61179.3838 | 0 |
| 3879342 | 148938 | None | page-105- item no 12.57.1(vol-2) | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick Both side teak. First Floor | Sqm | 4669.43 | 4669.43 | 15.16 | False | None | None | False | None | False | 70788.5588 | 0 |
| 3879343 | 148938 | None | page-105- item no 12.57.1(vol-2) | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick Both side teak. Second Floor | Sqm | 4711.08 | 4711.08 | 6.77 | False | None | None | False | None | False | 31894.0116 | 0 |
| 3879344 | 148938 | None | page-112- item no 12.97.1(vol-2) | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames 30 mm thickness. Ground floor. | Sqm | 3454.62 | 3454.62 | 10.46 | False | None | None | False | None | False | 36135.3252 | 0 |
| 3879345 | 148938 | None | page-112- item no 12.97.1(vol-2) | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames 30 mm thickness. First Floor | Sqm | 3487.62 | 3487.62 | 8.06 | False | None | None | False | None | False | 28110.2172 | 0 |
| 3879346 | 148938 | None | page-112- item no 12.97.1 (vol-2) | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames 30 mm thickness. Second Floor | Sqm | 3520.62 | 3520.62 | 8.06 | False | None | None | False | None | False | 28376.1972 | 0 |
| 3879347 | 148938 | None | page-181- item no 18.2(vol-2) | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses,aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised - Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC- masonry-structural steel framework of building structure using stainless steel anchor fasteners- bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory - work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture- water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. | Sqm | 2765.55 | 2765.55 | 36.4 | False | None | None | False | None | False | 100666.02 | 0 |
| 3879348 | 148938 | None | page-109- item no 12.87(vol-2) | Providing & fixing of 2.5 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 an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness.Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standardhardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size -1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 6747.53 | 6747.53 | 31.29 | False | None | None | False | None | False | 211130.2137 | 0 |
| 3879349 | 148938 | None | page-109- item no 12.87(vol-2) | Providing & fixing of 2.5 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 an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness.Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standardhardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size -1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) First Floor | Sqm | 6815.01 | 6815.01 | 36.16 | False | None | None | False | None | False | 246430.7616 | 0 |
| 3879350 | 148938 | None | page-109- item no 12.87(vol-2) | Providing & fixing of 2.5 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 an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness.Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standardhardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size - 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Second Floor | Sqm | 6882.48 | 6882.48 | 12.24 | False | None | None | False | None | False | 84241.5552 | 0 |
| 3879351 | 148938 | None | page-46- item no 8.30(vol-2) | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L-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. -Ground Floor | Sqm | 179.22 | 179.22 | 371.0 | False | None | None | False | None | False | 66490.62 | 0 |
| 3879352 | 148938 | None | page-46- item no 8.30 (vol-2) | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L-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. First Floor | Sqm | 181.01 | 181.01 | 294.31 | False | None | None | False | None | False | 53273.0531 | 0 |
| 3879353 | 148938 | None | page-46- item no 8.30(vol-2) | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L-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.. Second Floor | Sqm | 182.8 | 182.8 | 346.83 | False | None | None | False | None | False | 63400.524 | 0 |
| 3879354 | 148938 | None | page-50- item no 8.51(vol-2) | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Ground Floor | Sqm | 103.0 | 103.0 | 895.39 | False | None | None | False | None | False | 92225.17 | 0 |
| 3879355 | 148938 | None | page-50- item no 8.51(vol-2) | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.. First Floor | Sqm | 104.03 | 104.03 | 863.14 | False | None | None | False | None | False | 89792.4542 | 0 |
| 3879356 | 148938 | None | page-50- item no 8.51 (vol-2) | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.. Second Floor | Sqm | 105.06 | 105.06 | 368.88 | False | None | None | False | None | False | 38754.5328 | 0 |
| 3879357 | 148938 | None | page-50 & 51- item no 8.54.2 & 8.55.2 (vol-2) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g-L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. .Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g-L as per specifications and as per directions of Engineer in charge.Ground Floor for inside walls | Sqm | 167.89 | 167.89 | 618.19 | False | None | None | False | None | False | 103787.9191 | 0 |
| 3879358 | 148938 | None | page-50 & 51- item no 8.54.2 & 8.55.2 (vol-2) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g-L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. .Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g-L as per specifications and as per directions of Engineer in charge.Ground Floor for inside walls. First Floor | Sqm | 169.57 | 169.57 | 610.75 | False | None | None | False | None | False | 103564.8775 | 0 |
| 3879359 | 148938 | None | page-50 & 51- item no 8.54.2 & 8.55.2(vol-2) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g-L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. .Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g-L as per specifications and as per directions of Engineer in charge.Ground Floor for inside walls. Second Floor | Sqm | 171.25 | 171.25 | 253.55 | False | None | None | False | None | False | 43420.4375 | 0 |
| 3879360 | 148938 | None | page-50 & 51- item no 8.54.2 & 8.55.2(vol-2) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g-L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. .Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g-L as per specifications and as per directions of Engineer in charge. Ground Floor for ceiling | Sqm | 167.89 | 167.89 | 277.2 | False | None | None | False | None | False | 46539.108 | 0 |
| 3879361 | 148938 | None | page-50 & 51- item no 8.54.2 & 8.55.2(vol-2) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g-L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. .Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g-L as per specifications and as per directions of Engineer in charge.First Floor for ceiling | Sqm | 169.57 | 169.57 | 252.39 | False | None | None | False | None | False | 42797.7723 | 0 |
| 3879362 | 148938 | None | page-50 & 51- item no 8.54.2 & 8.55.2(vol-2) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g-L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. .Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g-L as per specifications and as per directions of Engineer in charge. Second Floor for ceiling | Sqm | 171.25 | 171.25 | 115.33 | False | None | None | False | None | False | 19750.2625 | 0 |
| 3879363 | 148938 | None | page-18 item no 2.11 a(VOL-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 | Tonne | 92140.71 | 92140.71 | 11.61 | False | None | None | False | None | False | 1069753.6431 | 0 |
| 3879364 | 148938 | None | page-18 item no 2.11(VOL-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 | Tonne | 93062.12 | 93062.12 | 4.82 | False | None | None | False | None | False | 448559.4184 | 0 |
| 3879365 | 148938 | None | page-18 item no 2.11(VOL-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. Second Floor | Tonne | 93983.52 | 93983.52 | 2.74 | False | None | None | False | None | False | 257514.8448 | 0 |
| 3879366 | 148938 | None | page-48- item no 8.40(vol-2) | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Ground Floor For grill Work | Sqm | 118.45 | 118.45 | 76.82 | False | None | None | False | None | False | 9099.329 | 0 |
| 3879367 | 148938 | None | page-48- item no 8.40(vol-2) | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge FF For grill Work | Sqm | 119.63 | 119.63 | 58.16 | False | None | None | False | None | False | 6957.6808 | 0 |
| 3879368 | 148938 | None | page-48- item no 8.40 (vol-2) | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge SF For grill Work | Sqm | 120.82 | 120.82 | 36.92 | False | None | None | False | None | False | 4460.6744 | 0 |
| 3879369 | 148938 | None | page-48- item no 8.40(vol-2) | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Ground Floor For Wood frame | Sqm | 118.45 | 118.45 | 8.45 | False | None | None | False | None | False | 1000.9025 | 0 |
| 3879370 | 148938 | None | page-48- item no 8.40(vol-2) | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge FF For Wood frame | Sqm | 119.63 | 119.63 | 11.25 | False | None | None | False | None | False | 1345.8375 | 0 |
| 3879371 | 148938 | None | page-48- item no 8.40(vol-2) | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge SF For Wood frame | Sqm | 120.82 | 120.82 | 4.21 | False | None | None | False | None | False | 508.6522 | 0 |
| 3879372 | 148938 | None | Ap Rate Pha-2 Gruha- 2025 | Providing Patti around doors, windows, ventilators and for parapet and compound wall etc | Mtr | 30.0 | 30.0 | 300.0 | False | None | None | False | None | False | 9000.0 | 0 |
| 3879373 | 148938 | None | page-54- item no 8.80(vol-2) | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. | Mtr | 67.98 | 67.98 | 400.0 | False | None | None | False | None | False | 27192.0 | 0 |
| 3879374 | 148938 | None | page-49- item no 8.49(vol-2) | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | cm | 4.12 | 4.12 | 15000.0 | False | None | None | False | None | False | 61800.0 | 0 |
| 3879375 | 148938 | None | page-41- item no 8.3.1(vol-2) | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick-stone 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 direc- tions of Engineer-in-charge. For For Flagging Concrete | Sqm | 364.62 | 364.62 | 119.38 | False | None | None | False | None | False | 43528.3356 | 0 |
| 3879376 | 148938 | None | page-41- item no 8.3.1(vol-2) | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick-stone 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 direc- tions of Engineer-in-charge.. SF For over screed Terrace. | Sqm | 371.91 | 371.91 | 170.44 | False | None | None | False | None | False | 63388.3404 | 0 |
| 3879377 | 148938 | None | page-149- item no 15.1(vol-2) | 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 wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg-m to achieve 2 final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g-m and protection with 120gsm Geo-textile over the wa-2 terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. | Sqm | 841.51 | 841.51 | 43.22 | False | None | None | False | None | False | 36370.0622 | 0 |
| 3879378 | 148938 | None | page-149- item no 15.1 (vol-2) | 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 wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg-m to achieve 2 final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g-m and protection with 120gsm Geo-textile over the wa-2 terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.SF | Sqm | 858.34 | 858.34 | 213.32 | False | None | None | False | None | False | 183101.0888 | 0 |
| 3879379 | 148938 | None | Aproved Rate | Providing Plantation of fruit trees complete as per specifications. Specification No.KBS | Nos | 100.0 | 100.0 | 4.0 | False | None | None | False | None | False | 400.0 | 0 |
| 3879380 | 148938 | None | page-112- item no 12.96(vol-2) | 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 Ground floor. | m | 662.29 | 662.29 | 24.75 | False | None | None | False | None | False | 16391.6775 | 0 |
| 3879381 | 148938 | None | page-112- item no 12.96 (vol-2) | 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. First Floor | m | 668.91 | 668.91 | 24.75 | False | None | None | False | None | False | 16555.5225 | 0 |
| 3879382 | 148938 | None | page-112- item no 12.96 (vol-2) | 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. Second Floor | m | 675.54 | 675.54 | 24.75 | False | None | None | False | None | False | 16719.615 | 0 |
| 3879383 | 148938 | None | page-218- item no 22.15.3 (vol-2) | Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm | Nos | 309.0 | 309.0 | 34.0 | False | None | None | False | None | False | 10506.0 | 0 |
| 3879384 | 148938 | None | page-218- item no 22.15.1 (vol-2) | Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mm | Nos | 463.5 | 463.5 | 64.0 | False | None | None | False | None | False | 29664.0 | 0 |
| 3879385 | 148938 | None | page-219- item no 22.15.6(vol-2) | Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Tower Bolts 200x10mm | Nos | 154.5 | 154.5 | 34.0 | False | None | None | False | None | False | 5253.0 | 0 |
| 3879386 | 148938 | None | page-219- item no 22.15.9(vol-2) | Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS hinges 100 mm | Nos | 72.1 | 72.1 | 64.0 | False | None | None | False | None | False | 4614.4 | 0 |
| 3879387 | 148938 | None | page-105- item no 12.64 (vol-2) | Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms | Nos | 56.65 | 56.65 | 17.0 | False | None | None | False | None | False | 963.05 | 0 |
| 3879388 | 148938 | None | page-23- item no 7.18 (vol-2) | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. First Floor | Cum | 2098.29 | 2098.29 | 5.94 | False | None | None | False | None | False | 12463.8426 | 0 |
| 3879389 | 148938 | None | page-23- item no 7.18(vol-2) | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Second Floor | Cum | 2119.06 | 2119.06 | 23.41 | False | None | None | False | None | False | 49607.1946 | 0 |
| 3879390 | 148938 | None | Page-10 -Item No.1.17 .1 (vol-1) | 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.All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 27.0 | False | None | None | False | None | False | 7286.22 | 0 |
| 3879391 | 148938 | None | page-7- item no 1.10 (vol-1) | Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. And lift upto 1.5m including cost of all labour complete as per specifications | Cum | 164.8 | 164.8 | 27.0 | False | None | None | False | None | False | 4449.6 | 0 |
| 3879392 | 148938 | None | Page-122- item no 13.32.2(vol-2) | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i-c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes | m | 390.37 | 390.37 | 120.0 | False | None | None | False | None | False | 46844.4 | 0 |
| 3879393 | 148938 | None | Page-122- item no 13.32.3(vol-2) | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i-c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes | m | 491.31 | 491.31 | 100.0 | False | None | None | False | None | False | 49131.0 | 0 |
| 3879394 | 148938 | None | Page-123- item no 13.33.5(vol-2) | 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 .40 mm nominal dia Pipes | m | 491.31 | 491.31 | 80.0 | False | None | None | False | None | False | 39304.8 | 0 |
| 3879395 | 148938 | None | Page-123- item no 13.33.6 (vol-2) | 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 .50 mm nominal dia Pipes | m | 742.63 | 742.63 | 90.0 | False | None | None | False | None | False | 66836.7 | 0 |
| 3879396 | 148938 | None | Page-113- item no 10.1.5 (vol-5) | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 75mm dia., 6 kg-sqcm & class 3 | m | 226.6 | 226.6 | 70.0 | False | None | None | False | None | False | 15862.0 | 0 |
| 3879397 | 148938 | None | Page-113- item no 10.1.7 (vol-5) | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 110mm dia., 6 kg-sqcm & class 3 | m | 423.33 | 423.33 | 120.0 | False | None | None | False | None | False | 50799.6 | 0 |
| 3879398 | 148938 | None | Page113- item no10.1.9 (vol-5) | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 160mm dia., 6 kg-sqcm & class 3 | m | 636.54 | 636.54 | 45.0 | False | None | None | False | None | False | 28644.3 | 0 |
| 3879399 | 148938 | None | page-A-36 item no 814 (vol-2) | SS Bib cock with wall flange - Premium | Each | 1969.36 | 1969.36 | 11.0 | False | None | None | False | None | False | 21662.96 | 0 |
| 3879400 | 148938 | None | page-119 item no13.14 (vol-2) | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. | Each | 871.38 | 871.38 | 6.0 | False | None | None | False | None | False | 5228.28 | 0 |
| 3879401 | 148938 | None | page-119 item no 13.15 (vol-2) | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 | Each | 746.75 | 746.75 | 11.0 | False | None | None | False | None | False | 8214.25 | 0 |
| 3879402 | 148938 | None | page-A-36 item no 812 (vol-2) | SS Bib cock Two way with wall flange - Premium | Each | 2743.92 | 2743.92 | 11.0 | False | None | None | False | None | False | 30183.12 | 0 |
| 3879403 | 148938 | None | Approved Rate Pha-3 Gruha- 2025 | Providing & fixing Health faucet. | Each | 1350.0 | 1350.0 | 13.0 | False | None | None | False | None | False | 17550.0 | 0 |
| 3879404 | 148938 | None | Page-123- item no 13.34(vol-2) | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | l | 9.27 | 9.27 | 2000.0 | False | None | None | False | None | False | 18540.0 | 0 |
| 3879405 | 148938 | None | Page-191-item no 16.10 (vol-5) | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 4363.08 | 4363.08 | 10.0 | False | None | None | False | None | False | 43630.8 | 0 |
| 3879406 | 148938 | None | Page-191-item no 16.9 (vol-5) | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. | Each | 5617.62 | 5617.62 | 8.0 | False | None | None | False | None | False | 44940.96 | 0 |
| 3879407 | 148938 | None | page-117- item no 13.4.1(vol-2) | Providing and fixing Brass full way valve gate 25mm nominal bore with C.I. wheel of approved quality (screwed end) : | Each | 565.47 | 565.47 | 4.0 | False | None | None | False | None | False | 2261.88 | 0 |
| 3879408 | 148938 | None | page-117- item no 13.4.3 (vol-2) | Providing and fixing Brass full way valve gate 40mm nominal bore with C.I. wheel of approved quality (screwed end) : | Each | 723.06 | 723.06 | 2.0 | False | None | None | False | None | False | 1446.12 | 0 |
| 3879409 | 148938 | None | page-117- item no 13.4.4(vol-2) | Providing and fixing Brass full way valve gate 50mm nominal bore with C.I. wheel of approved quality (screwed end) : | Each | 880.65 | 880.65 | 2.0 | False | None | None | False | None | False | 1761.3 | 0 |
| 3879410 | 148938 | None | page-131- item no 14.4.1(vol-2) | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required ,One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4587.62 | 4587.62 | 7.0 | False | None | None | False | None | False | 32113.34 | 0 |
| 3879411 | 148938 | None | page-131- item no 14.3.1(vol-2) | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid | Each | 6156.31 | 6156.31 | 13.0 | False | None | None | False | None | False | 80032.03 | 0 |
| 3879412 | 148938 | None | page-133- item no 14.7A & 14.8 (vol-2) | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer . Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5710.32 | 5710.32 | 11.0 | False | None | None | False | None | False | 62813.52 | 0 |
| 3879413 | 148938 | None | page-136- item no 14.32.2(vol-2) | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm | Each | 1048.54 | 1048.54 | 11.0 | False | None | None | False | None | False | 11533.94 | 0 |
| 3879414 | 148938 | None | page-137- item no 14.40.2(vol-2) | 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. | Each | 510.88 | 510.88 | 11.0 | False | None | None | False | None | False | 5619.68 | 0 |
| 3879415 | 148938 | None | Approved Rate Pha-3 Gruha- 2025 | Providing 10cms dia PVC cowl with cap of approved 1 st quality and make | Nos | 100.0 | 100.0 | 8.0 | False | None | None | False | None | False | 800.0 | 0 |
| 3879416 | 148938 | None | 124 vol-2-13.46 | Providing and fixing trap of self cleansing design with screwed down or hinged grating -* 100 mm inlet and 75 mm outlet | Each | 489.25 | 489.25 | 25.0 | False | None | None | False | None | False | 12231.25 | 0 |
| 3879417 | 148938 | None | 120 vol-2-13.22.1.1 | Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia | Each | 42.23 | 42.23 | 20.0 | False | None | None | False | None | False | 844.6 | 0 |
| 3879418 | 148938 | None | Approved Rate Pha-3 Gruha- 2025 | Providing NP-CP waste unions 40mm Dia | Each | 176.0 | 176.0 | 4.0 | False | None | None | False | None | False | 704.0 | 0 |
| 3879419 | 148938 | None | Approved Rate Pha-3 Gruha- 2025 | Providing NP-CP waste unions 50mm Dia | Each | 231.0 | 231.0 | 2.0 | False | None | None | False | None | False | 462.0 | 0 |
| 3879420 | 148938 | None | Approved Rate Pha-3 Gruha- 2025 | Wall bores in size stone masonry 45cm thick | Each | 333.3 | 333.3 | 25.0 | False | None | None | False | None | False | 8332.5 | 0 |
| 3879421 | 148938 | None | Approved Rate Pha-3 Gruha- 2025 | Wall bores in Brick masonry upto 45 cm thick. | Each | 138.6 | 138.6 | 25.0 | False | None | None | False | None | False | 3465.0 | 0 |
| 3879422 | 148938 | None | page-126 - item no 13.52(Vol-2) | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay (non modular) bricks of class designation 3.5 | Each | 10882.98 | 10882.98 | 1.0 | False | None | None | False | None | False | 10882.98 | 0 |
| 3879423 | 148938 | None | Page-8 -Item No.1.14 .1(vol-1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 38.66 | False | None | None | False | None | False | 4061.6196 | 0 |
| 3879424 | 148938 | None | page-7 item no 1.9 (vol-1) | 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. | Cum | 273.98 | 273.98 | 16.4 | False | None | None | False | None | False | 4493.272 | 0 |
| 3879425 | 148938 | None | Page-15 -Item No.2.1.2 (vol-1) | Providing and laying in position plain cement concrete Mix 1:4:8( M5) 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. | Cum | 5833.92 | 5833.92 | 2.52 | False | None | None | False | None | False | 14701.4784 | 0 |
| 3879426 | 148938 | None | Page-16 -Item No.2.4.3 | Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7178.69 | 7178.69 | 7.4 | False | None | None | False | None | False | 53122.306 | 0 |
| 3879427 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.44 | 10572.44 | 1.44 | False | None | None | False | None | False | 15224.3136 | 0 |
| 3879428 | 148938 | None | S R 2018-19 Shi circle Page -15 Item NO. 4.25 | KSRB 4-4.2 : Extra for use of water proofing compound in cement concrete of mix M20 at one kg of compound per bag of cement | Cum | 159.65 | 159.65 | 8.84 | False | None | None | False | None | False | 1411.306 | 0 |
| 3879429 | 148938 | None | page-18 item no 2.11 (VOL-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 | Tonne | 92140.71 | 92140.71 | 0.71 | False | None | None | False | None | False | 65419.9041 | 0 |
| 3879430 | 148938 | None | page-15 item no 2.1.4(vol-2) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Ground floor | Cum | 6403.51 | 6403.51 | 0.57 | False | None | None | False | None | False | 3650.0007 | 0 |
| 3879431 | 148938 | None | page-85- item no 7.3(vol-5) | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | Each | 2204.2 | 2204.2 | 1.0 | False | None | None | False | None | False | 2204.2 | 0 |
| 3879432 | 148938 | None | page-85- item no 7.1.2(vol-5) | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:MS angle of 65 x 65 x 10mm | m | 4945.03 | 4945.03 | 4.0 | False | None | None | False | None | False | 19780.12 | 0 |
| 3879433 | 148938 | None | page-41- item no 8.3.2 (vol-2) | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick-stone 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 direc- tions of Engineer-in-charge. | Sqm | 364.62 | 364.62 | 28.54 | False | None | None | False | None | False | 10406.2548 | 0 |
| 3879434 | 148938 | None | Page-8 -Item No.1.14 .1(vol-1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 57.3 | False | None | None | False | None | False | 6019.938 | 0 |
| 3879435 | 148938 | None | page-7 item no 1.9 (vol-1) | 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. | Cum | 273.98 | 273.98 | 13.68 | False | None | None | False | None | False | 3748.0464 | 0 |
| 3879436 | 148938 | None | Page-15 -Item No.2.1.2 (vol-1) | Providing and laying in position plain cement concrete Mix 1:4:8( M5) 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. | Cum | 5833.92 | 5833.92 | 2.96 | False | None | None | False | None | False | 17268.4032 | 0 |
| 3879437 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.44 | 10572.44 | 10.76 | False | None | None | False | None | False | 113759.4544 | 0 |
| 3879438 | 148938 | None | page-18 item no 2.11 a(VOL-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 | Tonne | 92140.71 | 92140.71 | 1.08 | False | None | None | False | None | False | 99511.9668 | 0 |
| 3879439 | 148938 | None | page-15 item no 2.1.4 (vol-2) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Ground floor | Cum | 6403.51 | 6403.51 | 1.15 | False | None | None | False | None | False | 7364.0365 | 0 |
| 3879440 | 148938 | None | page-41- item no 8.3.2(vol-2) | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick-stone 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 direc- tions of Engineer-in-charge. | Sqm | 364.62 | 364.62 | 87.7 | False | None | None | False | None | False | 31977.174 | 0 |
| 3879441 | 148938 | None | page-208 item no 16.61.1(vol-5) | Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. | Each | 935.24 | 935.24 | 1.0 | False | None | None | False | None | False | 935.24 | 0 |
| 3879442 | 148938 | None | Page-8 -Item No.1.14 .1(vol-1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or | Cum | 105.06 | 105.06 | 8.5 | False | None | None | False | None | False | 893.01 | 0 |
| 3879443 | 148938 | None | Page-15 -Item No.2.1.2 (vol-1) | Providing and laying in position plain cement concrete Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation.. | Cum | 5833.92 | 5833.92 | 1.13 | False | None | None | False | None | False | 6592.3296 | 0 |
| 3879444 | 148938 | None | page-7 item no 1.9(vol-1) | 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. | Cum | 273.98 | 273.98 | 3.2 | False | None | None | False | None | False | 876.736 | 0 |
| 3879445 | 148938 | None | Page-16 -Item No.2.5.2 (vol-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 all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.44 | 10572.44 | 0.37 | False | None | None | False | None | False | 3911.8028 | 0 |
| 3879446 | 148938 | None | page-18 item no 2.11 (VOL-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 | Tonne | 92140.71 | 92140.71 | 0.04 | False | None | None | False | None | False | 3685.6284 | 0 |
| 3879447 | 148938 | None | page-208item no 16.62(VOL-5) | Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete.1200 mmx1250 mm. | Each | 9830.32 | 9830.32 | 3.0 | False | None | None | False | None | False | 29490.96 | 0 |
| 3879448 | 148938 | None | Page-8 -Item No.1.14 .1(vol-1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 8.5 | False | None | None | False | None | False | 893.01 | 0 |
| 3879449 | 148938 | None | Page-15 -Item No.2.1.2 (vol-1) | Providing and laying in position plain cement concrete Mix 1:4:8( M5) 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. | Cum | 5833.92 | 5833.92 | 0.4 | False | None | None | False | None | False | 2333.568 | 0 |
| 3879450 | 148938 | None | Page-175 -Item No.17.1 (vol-2) | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge | Cum | 1032.06 | 1032.06 | 1.28 | False | None | None | False | None | False | 1321.0368 | 0 |
| 3879451 | 148938 | None | Page-175 -Item No.17.3 (vol-2) | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | Cum | 1227.76 | 1227.76 | 1.7 | False | None | None | False | None | False | 2087.192 | 0 |
| 3879452 | 148938 | None | page-208 - item no 16.62.2 (Vol-5) | Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete.1200 mmx1250 mm | Each | 9830.32 | 9830.32 | 3.0 | False | None | None | False | None | False | 29490.96 | 0 |
| 3879453 | 148938 | None | page-7 item no 1.9 (vol-1) | 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. | Cum | 273.98 | 273.98 | 3.2 | False | None | None | False | None | False | 876.736 | 0 |
| 3879454 | 148938 | None | Page-16 -Item No.2.5.2(vol-1) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.44 | 10572.44 | 0.37 | False | None | None | False | None | False | 3911.8028 | 0 |
| 3879455 | 148938 | None | page-18 item no 2.11 a(VOL-1) | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately | Tonne | 92140.71 | 92140.71 | 0.03 | False | None | None | False | None | False | 2764.2213 | 0 |
| 3879456 | 148938 | None | page-140- item no 12.4 (Vol-5) | 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 fixingCasing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (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. | Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 |
| 3879457 | 148938 | None | page-139- item no 12.1.1 Vol-5) | 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 )- Borewell depth of 0 to 50 m | Mtr | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 |
| 3879458 | 148938 | None | page-139- item no 12.1.2 (Vol-5) | Up to 50.00 to 100.00 mtrs | Mtr | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 |
| 3879459 | 148938 | None | page-139- item no 12.1.3 (Vol-5) | Up to 100.00 to 150.00 mtrs | Mtr | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 |
| 3879460 | 148938 | None | page-139- item no 12.1.4(Vol-5) | Up to 150.00 to 200.00 mtrs | Mtr | 589.16 | 589.16 | 50.0 | False | None | None | False | None | False | 29458.0 | 0 |
| 3879461 | 148938 | None | page-143- item no 12.32 (Vol-5) | 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. | Mtr | 1990.99 | 1990.99 | 36.0 | False | None | None | False | None | False | 71675.64 | 0 |
| 3879462 | 148938 | None | page-143- item no 12.33 (Vol-5) | 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 | Each | 154.5 | 154.5 | 1.0 | False | None | None | False | None | False | 154.5 | 0 |
| 3879463 | 148938 | None | page-143- item no 12.34 (Vol-5) | Providing and laying at site of work MS casing caps 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 including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 |
| 3879464 | 148938 | None | Approved Rate for the HO | Supply of High Back Chair with Headrest cussion at seat and perfo at back with chrombase with gaslift mounted on casters with synchro machanism with adjustable handless at PI Room. | Nos | 9800.0 | 9800.0 | 1.0 | False | None | None | False | None | False | 9800.0 | 0 |
| 3879465 | 148938 | None | Approved Rate for the HO | Supply of visitor chair cussion at seating and backrest area with Ms. Framing -PI Room | Nos | 4800.0 | 4800.0 | 3.0 | False | None | None | False | None | False | 14400.0 | 0 |
| 3879466 | 148938 | None | Approved Rate for the HO | Supply of Manger table with a size at 1800(L)x900(d)x750(h) with 25mm thick. Table top with 25mm thick. Leg with 18mm thick. Modestry panel with side storage unit with a size of 900(L)x450(d)x750(h) with draw at top and shetter at bottom whole unit levellers. PI Room. | Nos | 29800.0 | 29800.0 | 1.0 | False | None | None | False | None | False | 29800.0 | 0 |
| 3879467 | 148938 | None | Approved Rate for the HO | Supply of Medium Back Chair with cussion at seat and perfo at back with nylon base with gaslift mounted on casters with synchro machanism with adjustable handless at SI Room. | Nos | 7500.0 | 7500.0 | 1.0 | False | None | None | False | None | False | 7500.0 | 0 |
| 3879468 | 148938 | None | Approved Rate for the HO | Supply of Working table with a size at 1500(L)x900(d)x750(h) with 25mm thick. Table top with 18mm thick. Below table top Leg and apron mounted on levellers at SI room. Single Pedestal Storage. | Nos | 24000.0 | 24000.0 | 1.0 | False | None | None | False | None | False | 24000.0 | 0 |
| 3879469 | 148938 | None | Approved Rate for the HO | Supply of visitor chair cussion at seating and backrest area with Ms. Framing -SI Room | Nos | 4800.0 | 4800.0 | 2.0 | False | None | None | False | None | False | 9600.0 | 0 |
| 3879470 | 148938 | None | Approved Rate for the HO | Supply of Medium Back Chair with cussion at seat and perto at back with nylon base with gaslift mounted on casters with synchro machanism with adjustable handless at SHO Room. | Nos | 7500.0 | 7500.0 | 1.0 | False | None | None | False | None | False | 7500.0 | 0 |
| 3879471 | 148938 | None | Approved Rate for the HO | Supply of SHO table with a size at 1500(L)x900(d)x750(h) with 25mm thick. Table top with 25mm thick top with below table top leg and apron with pedestal unit with a size of 640(L)x400(d)x450(h) with 3draw at inside mounted on casters at one side and other side pedestal size of 640(L)x400(d)x450(h) draw at top and door at bottom mounted on casters. | Nos | 24000.0 | 24000.0 | 1.0 | False | None | None | False | None | False | 24000.0 | 0 |
| 3879472 | 148938 | None | Approved Rate for the HO | Supply of visitor chair cussion at seating and backrest area with Ms. Framing -SHO Room | Nos | 4800.0 | 4800.0 | 2.0 | False | None | None | False | None | False | 9600.0 | 0 |
| 3879473 | 148938 | None | Approved Rate for the HO | Supply of Reception table with a size at 1800(L)x600(d)x1050(h) with beach colour at bottom and frostly white colour at top mounted on levellers Note : without glass at top | Nos | 34000.0 | 34000.0 | 1.0 | False | None | None | False | None | False | 34000.0 | 0 |
| 3879474 | 148938 | None | Approved Rate for the HO | Supply of Medium Back Chair with cussion at seat and perfo at back with nylon base with gaslift mounted on casters with synchro machanism with adjustable handless Reception. | Nos | 6500.0 | 6500.0 | 1.0 | False | None | None | False | None | False | 6500.0 | 0 |
| 3879475 | 148938 | None | Approved Rate for the HO | Supply of Tandam chair of 3 seater with powder coated metal structure mounted on levellers. | Nos | 9800.0 | 9800.0 | 3.0 | False | None | None | False | None | False | 29400.0 | 0 |
| 3879476 | 148938 | None | Approved Rate for the HO | Supply of computer table chair with a size of 1200(L)x600(d)x750(h) with 25mm thick. Table top and 18mm thick. Below table top leg and apron with powder coated metal keyboard trey with CPU Trooly and pedestal unit with a size of 640(L)x400(d)x450(h) wooden draw | Nos | 8500.0 | 8500.0 | 2.0 | False | None | None | False | None | False | 17000.0 | 0 |
| 3879477 | 148938 | None | Approved Rate for the HO | Supply of Medium Back Computer Chair with cussion at seat and perfo at back with powder coated metal base mounted on bushes with adjustable handless. | Nos | 6500.0 | 6500.0 | 2.0 | False | None | None | False | None | False | 13000.0 | 0 |
| 3879478 | 148938 | None | Page-1-1.2.1-Vol-6 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal-PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19-20 mm dia 2 mm thick | m | 66.0 | 66.0 | 620.0 | False | None | None | False | None | False | 40920.0 | 0 |
| 3879479 | 148938 | None | Page-1-1.2.2-Vol-6 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal-PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick | m | 78.0 | 78.0 | 480.0 | False | None | None | False | None | False | 37440.0 | 0 |
| 3879480 | 148938 | None | Page-3-1.13-Vol-6 | Supplying And Fixing Metal Fan Box with Round Hook. | No | 117.0 | 117.0 | 27.0 | False | None | None | False | None | False | 3159.0 | 0 |
| 3879481 | 148938 | None | Page-1-1.3.1-Vol-6 | 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. 19-20 mm dia 2 mm thick | m | 68.0 | 68.0 | 260.0 | False | None | None | False | None | False | 17680.0 | 0 |
| 3879482 | 148938 | None | Page-1-1.3.2-Vol-6 | 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. 25 mm dia 2 mm thick | m | 79.0 | 79.0 | 220.0 | False | None | None | False | None | False | 17380.0 | 0 |
| 3879483 | 148938 | None | Page-17-5.19.9-Vol-6 | Supplying and fixing regular MCB distribution boards on wall-ood board - flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase-3 phase-single door with powder coated painting Made out of 14 SWG MS enclosure.-II - Double Door 12 Way SP & N | Each | 2329.0 | 2329.0 | 3.0 | False | None | None | False | None | False | 6987.0 | 0 |
| 3879484 | 148938 | None | Page-7-3.4.1-Vol-6 | Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C
wall 1-2 Way | Each | 138.0 | 138.0 | 44.0 | False | None | None | False | None | False | 6072.0 | 0 |
| 3879485 | 148938 | None | Page-7-3.4.3-Vol-6 | Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C wall. Make - Group "A" materials and as per the directions of Engineer in charge of the work.4-5 Way | Each | 177.0 | 177.0 | 12.0 | False | None | None | False | None | False | 2124.0 | 0 |
| 3879486 | 148938 | None | Page-7-3.4.4-Vol-6 | Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C
wall 6 Way | Each | 220.0 | 220.0 | 8.0 | False | None | None | False | None | False | 1760.0 | 0 |
| 3879487 | 148938 | None | Page-7-3.4.5-Vol-6 | Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C
wall 8 Way | Each | 261.0 | 261.0 | 38.0 | False | None | None | False | None | False | 9918.0 | 0 |
| 3879488 | 148938 | None | Page-7-3.4.6-Vol-6 | Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C
wall 10-12 Way | Each | 319.0 | 319.0 | 8.0 | False | None | None | False | None | False | 2552.0 | 0 |
| 3879489 | 148938 | None | Page-7-3.4.7-Vol-6 | Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C
wall 16 Way | Each | 363.0 | 363.0 | 8.0 | False | None | None | False | None | False | 2904.0 | 0 |
| 3879490 | 148938 | None | Page-4-2.2.1-Vol-6 | Supplying and wiring adopting loop system in existing PVC Conduit
-casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet- gang box, the other end of the wires shall be terminated with sufficient loose length in a wood-PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box | Point | 269.0 | 269.0 | 48.0 | False | None | None | False | None | False | 12912.0 | 0 |
| 3879491 | 148938 | None | Page-4-2.2.2-Vol-6 | Supplying and wiring adopting loop system in existing PVC Conduit
-casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet- gang box, the other end of the wires shall be terminated with sufficient loose length in a wood-PVC round block.complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box | Point | 379.0 | 379.0 | 68.0 | False | None | None | False | None | False | 25772.0 | 0 |
| 3879492 | 148938 | None | Page-4-2.2.3-Vol-6 | Supplying and wiring adopting loop system in existing PVC Conduit
-casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet- gang box, the other end of the wires shall be terminated with sufficient loose length in a wood-PVC round block.complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box | Point | 555.0 | 555.0 | 30.0 | False | None | None | False | None | False | 16650.0 | 0 |
| 3879493 | 148938 | None | Page-4-2.3.2-Vol-6 | 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 1.5 mm2 | m | 26.0 | 26.0 | 980.0 | False | None | None | False | None | False | 25480.0 | 0 |
| 3879494 | 148938 | None | Page-4-2.3.3-Vol-6 | 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 2.5 mm2 | m | 42.0 | 42.0 | 2600.0 | False | None | None | False | None | False | 109200.0 | 0 |
| 3879495 | 148938 | None | Page-4-2.3.4-Vol-6 | 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 4 mm2 | m | 63.0 | 63.0 | 360.0 | False | None | None | False | None | False | 22680.0 | 0 |
| 3879496 | 148938 | None | Page-4-2.3.5-Vol-6 | 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 6 mm2 | m | 92.0 | 92.0 | 160.0 | False | None | None | False | None | False | 14720.0 | 0 |
| 3879497 | 148938 | None | Page-7-3.5.1-Vol-6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 1 to 2 Module | Each | 137.0 | 137.0 | 44.0 | False | None | None | False | None | False | 6028.0 | 0 |
| 3879498 | 148938 | None | Page-7-3.5.3-Vol-6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box.4 Module | Each | 175.0 | 175.0 | 12.0 | False | None | None | False | None | False | 2100.0 | 0 |
| 3879499 | 148938 | None | Page-7-3.5.4-Vol-6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 6 Module | Each | 234.0 | 234.0 | 8.0 | False | None | None | False | None | False | 1872.0 | 0 |
| 3879500 | 148938 | None | Page-7-3.5.5-Vol-6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 8 Module | Each | 284.0 | 284.0 | 38.0 | False | None | None | False | None | False | 10792.0 | 0 |
| 3879501 | 148938 | None | Page-7-3.5.6-Vol-6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 10-12 Module | Each | 344.0 | 344.0 | 8.0 | False | None | None | False | None | False | 2752.0 | 0 |
| 3879502 | 148938 | None | Page-7-3.5.7-Vol-6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 16 Module | Each | 397.0 | 397.0 | 8.0 | False | None | None | False | None | False | 3176.0 | 0 |
| 3879503 | 148938 | None | Page-8-3.6.1-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch | Each | 102.0 | 102.0 | 332.0 | False | None | None | False | None | False | 33864.0 | 0 |
| 3879504 | 148938 | None | Page-8-3.6.2-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch | Each | 166.0 | 166.0 | 4.0 | False | None | None | False | None | False | 664.0 | 0 |
| 3879505 | 148938 | None | Page-8-3.6.3-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket | Each | 171.0 | 171.0 | 118.0 | False | None | None | False | None | False | 20178.0 | 0 |
| 3879506 | 148938 | None | Page-8-3.6.4-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module | Each | 357.0 | 357.0 | 28.0 | False | None | None | False | None | False | 9996.0 | 0 |
| 3879507 | 148938 | None | Page-8-3.6.9-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch | Each | 326.0 | 326.0 | 12.0 | False | None | None | False | None | False | 3912.0 | 0 |
| 3879508 | 148938 | None | Page-8-3.6.10-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6-16A Universal Socket | Each | 236.0 | 236.0 | 12.0 | False | None | None | False | None | False | 2832.0 | 0 |
| 3879509 | 148938 | None | Page-51-12.46-Vol-6 | Supplying & Fixing of 70-150 W lamp holder 2 Pin | No | 63.0 | 63.0 | 98.0 | False | None | None | False | None | False | 6174.0 | 0 |
| 3879510 | 148938 | None | Page-29-6.1-Vol-6 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with
bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. | Each | 1492.0 | 1492.0 | 9.0 | False | None | None | False | None | False | 13428.0 | 0 |
| 3879511 | 148938 | None | Page-29-6.3.1-Vol-6 | 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 48" Sweep (1200 mm) Regular model | Each | 2984.0 | 2984.0 | 27.0 | False | None | None | False | None | False | 80568.0 | 0 |
| 3879512 | 148938 | None | Page-43-11.5.2-Vol-6 | Supply of round-square recess-surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die
cast eye ball & LED Lamp position retained by circular wire spring,with Life of 25000 burning hours & 70% lumen maintenance with CRI - 80. Power Input: 220-240V @50-60Hz & Power factor -0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical conditionLED square or round down light 10-12W | No | 885.0 | 885.0 | 4.0 | False | None | None | False | None | False | 3540.0 | 0 |
| 3879513 | 148938 | None | Page-42-11.3.2-Vol-6 | Supplying of .....feet -PVC Batten with integrated LED tube 20-22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI - 80. Power Input: 220- 240V@ 50-60Hz & Power factor -0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.-LED light fitting 1 x 4' - 20-22 W | Each | 690.0 | 690.0 | 71.0 | False | None | None | False | None | False | 48990.0 | 0 |
| 3879514 | 148938 | None | Page-46-11.11.7-Vol-6 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI- 70%. efficacy -80 lumen per W, life- 25000 burning hours and Compliance to IS 10322-IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF - 0.95, power loss should - 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL-CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.18W, 6500K | Each | 426.0 | 426.0 | 27.0 | False | None | None | False | None | False | 11502.0 | 0 |
| 3879515 | 148938 | None | Page-55-13.7.1-Vol-6 | Fixing all types and all capacities of fluorescent -false ceiling - spot light - CFL - LED fittings indoor on the wall- ceiling - rafters - girders using 23-0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall- ceiling - Rafter - Girders | Each | 122.0 | 122.0 | 75.0 | False | None | None | False | None | False | 9150.0 | 0 |
| 3879516 | 148938 | None | Page-56-13.10-Vol-6 | Fixing a ceiling - Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 - 0.0076 inch PVC insulated twin twisted copper wire and wiring. | Each | 171.0 | 171.0 | 27.0 | False | None | None | False | None | False | 4617.0 | 0 |
| 3879517 | 148938 | None | Page-56-13.14-Vol-6 | Fixing one exhaust fan in the nitch already left in the wall with
bolts and nuts and 5 A. ceiling rose with sufficient length of 23-0.0076 inch PVC insulated twin core wire. | Each | 492.0 | 492.0 | 9.0 | False | None | None | False | None | False | 4428.0 | 0 |
| 3879518 | 148938 | None | Page-47-12.2.1-Vol-6 | Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell | Each | 246.0 | 246.0 | 2.0 | False | None | None | False | None | False | 492.0 | 0 |
| 3879519 | 148938 | None | Page-16-5.18.4-Vol-6 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON-OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A DP | Each | 739.0 | 739.0 | 12.0 | False | None | None | False | None | False | 8868.0 | 0 |
| 3879520 | 148938 | None | Page-17-5.20.1-Vol-6 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240-450V upto 300mA sensitivity on existing wood- panel board.16A-25A 2 pole | Each | 4277.0 | 4277.0 | 3.0 | False | None | None | False | None | False | 12831.0 | 0 |
| 3879521 | 148938 | None | Page-37-9.3.3-Vol-6 | Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A-C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete | Each | 68383.0 | 68383.0 | 1.0 | False | None | None | False | None | False | 68383.0 | 0 |
| 3879522 | 148938 | None | Page-38-9.5.9-Vol-6 | Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity | Each | 15895.0 | 15895.0 | 10.0 | False | None | None | False | None | False | 158950.0 | 0 |
| 3879523 | 148938 | None | Page-8-3.6.11-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. TV-Telephone Socket | Each | 156.0 | 156.0 | 3.0 | False | None | None | False | None | False | 468.0 | 0 |
| 3879524 | 148938 | None | Page-8-3.06.12-Vol-6 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. RJ45-I.O Outlet Cat-6 | Each | 337.0 | 337.0 | 24.0 | False | None | None | False | None | False | 8088.0 | 0 |
| 3879525 | 148938 | None | Page-35-8.1-Vol-6 | Supplying and drawing UTP-CAT 6E LAN cable. | m | 38.0 | 38.0 | 720.0 | False | None | None | False | None | False | 27360.0 | 0 |
| 3879526 | 148938 | None | Page-35-8.2.2-Vol-6 | Supplying and drawing PVC flexible one pair telephone
unarmoured tinned copper cable.-2Pair | m | 21.0 | 21.0 | 120.0 | False | None | None | False | None | False | 2520.0 | 0 |
| 3879527 | 148938 | None | Page-35-8.3-Vol-6 | Supplying and drawing PVC insulated gas injected physical foam
jelly flooded co-axial TV cable.RG-6. | m | 44.0 | 44.0 | 60.0 | False | None | None | False | None | False | 2640.0 | 0 |
| 3879528 | 148938 | None | Page-35-8.4.4-Vol-6 | Supplying & Fixing of switch mounting rack with power manager &
Cable manager.-12U with 450mm depth | Each | 8835.0 | 8835.0 | 1.0 | False | None | None | False | None | False | 8835.0 | 0 |
| 3879529 | 148938 | None | Page-35-8.9.10-Vol-6 | Supplying fixing of Network Switches-24 port 10-100-1000 Switch | Each | 7415.0 | 7415.0 | 1.0 | False | None | None | False | None | False | 7415.0 | 0 |
| 3879530 | 148938 | None | Page-35-8.10.1-Vol-6 | Supplying & fixing of I-O socket with back box-Single I-O | Each | 490.0 | 490.0 | 24.0 | False | None | None | False | None | False | 11760.0 | 0 |
| 3879531 | 148938 | None | Page- 36-8.11.3-Vol-6 | Supplying & Fixing of ... Mtrs Cat 6 Patch Cable. 3mtr | Each | 331.0 | 331.0 | 24.0 | False | None | None | False | None | False | 7944.0 | 0 |
| 3879532 | 148938 | None | Page- 36-8.12.2-Vol-6 | Supplying & Fixing of Patch panel for LAN cabling. 24 Port 101100 patch panel | Each | 4100.0 | 4100.0 | 1.0 | False | None | None | False | None | False | 4100.0 | 0 |
| 3879533 | 148938 | None | Page-13-5.7.3-Vol-6 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden-panel using necessary nuts, bolts and washers. 63 A | Each | 401.0 | 401.0 | 3.0 | False | None | None | False | None | False | 1203.0 | 0 |
| 3879534 | 148938 | None | Page-14-5.12.1-Vol-6 | Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 63 A | Each | 6881.0 | 6881.0 | 1.0 | False | None | None | False | None | False | 6881.0 | 0 |
| 3879535 | 148938 | None | Page-16-5.15.9-Vol-6 | 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 circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS-IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit-Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.100 A 25 kA | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 |
| 3879536 | 148938 | None | Page-16-5.18.7-Vol-6 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON-OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A TPN | Each | 1717.0 | 1717.0 | 1.0 | False | None | None | False | None | False | 1717.0 | 0 |
| 3879537 | 148938 | None | Page-17-5.21-Vol-6 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay-auto- manual reset facility suitable to mount on DIN rail- flush mounting on panel board. | Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 |
| 3879538 | 148938 | None | Page-18-5.29-Vol-6 | Supplying, fixing and wiring 3 Phase Digital A mmeter - Voltmeter | Each | 1425.0 | 1425.0 | 1.0 | False | None | None | False | None | False | 1425.0 | 0 |
| 3879539 | 148938 | None | Page-18-5.38-Vol-6 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230-440VAC. 50 Hz 12-24V D.C. | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 |
| 3879540 | 148938 | None | Page-19-5.40.1-Vol-6 | Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic-FRP-DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete-100 A 4 x 30 x 6 mm Aluminium Strips | m | 2465.0 | 2465.0 | 0.8 | False | None | None | False | None | False | 1972.0 | 0 |
| 3879541 | 148938 | None | Page-19-5.41.1-Vol-6 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint-40 x 40 x 6 mm | m | 305.0 | 305.0 | 6.0 | False | None | None | False | None | False | 1830.0 | 0 |
| 3879542 | 148938 | None | Page-19-5.42.2-Vol-6 | Fabricating supplying and mounting MS box made out SWG suitable for floor -wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete-16 SWG | cm | 0.43 | 0.43 | 64000.0 | False | None | None | False | None | False | 27520.0 | 0 |
| 3879543 | 148938 | None | Page-2-1.9.2-Vol-6 | Supplying PVC flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 25 mm | m | 22.0 | 22.0 | 18.0 | False | None | None | False | None | False | 396.0 | 0 |
| 3879544 | 148938 | None | Page-54-12.58.7-Vol-6 | GI-Copper strips for grounding connections, using necessary fixing materials as required.25 x 3 mm Copper strip | m | 570.0 | 570.0 | 24.0 | False | None | None | False | None | False | 13680.0 | 0 |
| 3879545 | 148938 | None | Page-53-12.57-Vol-6 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. | No | 4256.0 | 4256.0 | 4.0 | False | None | None | False | None | False | 17024.0 | 0 |
| 3879546 | 148938 | None | ESR-32.05-Vol-6 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms-Kms (Max) as per IS-3975. 4 core 16 sq mm | Km | 141842.0 | 141842.0 | 0.12 | False | None | None | False | None | False | 17021.04 | 0 |
| 3879547 | 148938 | None | ESR-32.08-Vol-6 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms-Kms (Max) as per IS-3975. 25 Sqmm, 4 Core, (13 GI Strips - 4 x 0.8 mm) | Km | 179844.0 | 179844.0 | 0.14 | False | None | None | False | None | False | 25178.16 | 0 |
| 3879548 | 148938 | None | ESR-21.05-Vol-6 | Laying of LT cable in Existing Trench-GI pipe-Stone Ware-RCC Hume pipe using Wooden-Aluminum Rollers as directed by the departmental staff. 2.5 to 25 Sqmm | Km | 20886.0 | 20886.0 | 0.26 | False | None | None | False | None | False | 5430.36 | 0 |
| 3879549 | 148938 | None | CSR-Page-6-1.6.1-Vol-1 | Earth work excavation for pipelines-cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | m | 484.0 | 484.0 | 40.0 | False | None | None | False | None | False | 19360.0 | 0 |
| 3879550 | 148938 | None | ESR-63.04-Vol-6 | Supplying and fixing of heavy duty Brass Cable Gland. 45 mm dia | Each | 197.0 | 197.0 | 4.0 | False | None | None | False | None | False | 788.0 | 0 |
| 3879551 | 148938 | None | Page-45-11.8.3-Vol-6 | Supply of 70 watts LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT - 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire - IK08. Power Factor -0.9 with mains, Surge Protection- Min 5KV along with Over voltage- Overload, short circuit- miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50-60Hz application. Compliance to IS 10322-IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency-1301m-w, nominal CRI -75. Luminaire manufacturer should have in-house facility accredited by NABL-CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark -name shall be Engraved - Embossing on the die cast housing- Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree-Nichia- Lumileds-Osram make LED Source.-LED Streetlight 70W | Each | 5992.0 | 5992.0 | 4.0 | False | None | None | False | None | False | 23968.0 | 0 |
| 3879552 | 148938 | None | Page-55-13.1.1-Vol-6 | Supplying and Fixing of mm dia class A GI pipe bracket upto 2ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole - wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe | Each | 978.0 | 978.0 | 4.0 | False | None | None | False | None | False | 3912.0 | 0 |
| 3879553 | 148938 | None | CSR-page-157-13.40.1-Vol-5 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.2 HP, Size 65x50 Head 13M, Discharge 462 LPM | Each | 15610.0 | 15610.0 | 1.0 | False | None | None | False | None | False | 15610.0 | 0 |
| 3879554 | 148938 | None | CSR-page-152-13.13.6-Vol-5 | Providing 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 specifications, to work site as per necessary ammendments
and instructions of engineer incharge of work. 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00"etc. complete | Set | 32137.0 | 32137.0 | 1.0 | False | None | None | False | None | False | 32137.0 | 0 |
| 3879555 | 148938 | None | Page-6-2.6.1-Vol-6 | 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 Volts as per IS-694:1990. 3C x 2.5 sq mm | Mtr | 117.0 | 117.0 | 20.0 | False | None | None | False | None | False | 2340.0 | 0 |
| 3879556 | 148938 | None | Page-6-2.6.2-Vol-6 | 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 Volts as per IS-694:1990. 3C x 4 sq mm | Mtr | 168.0 | 168.0 | 150.0 | False | None | None | False | None | False | 25200.0 | 0 |
| 3879557 | 148938 | None | CSR-page-98-9.5.1-Vol-5 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 16.0-63mm dia | m | 327.0 | 327.0 | 130.0 | False | None | None | False | None | False | 42510.0 | 0 |
| 3879558 | 148938 | None | Page-155-13.23.1-Vol-5 | Supply, installing,testing and commissioning COMMON control panel
consisting of the following INCOMING:1 No set of Phase indicating
lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S-D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter Upto 3 HP pumps | Each | 6500.0 | 6500.0 | 1.0 | False | None | None | False | None | False | 6500.0 | 0 |
| 3879559 | 148938 | None | Page-155-13.23.2-Vol-5 | Supply, installing,testing and commissioning COMMON control panel
consisting of the following INCOMING:1 No set of Phase indicating
lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S-D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter above 3 to 6 HP pumps | Each | 9550.0 | 9550.0 | 1.0 | False | None | None | False | None | False | 9550.0 | 0 |
| 3879560 | 148938 | None | CSR-Page-154-13.24.1-Vol-5 | Supply and delivery at site of brand new best make gate valve as per IS 778-1984 with ISI Mark and as per its latest amendments 50 mm dia. | No | 1250.0 | 1250.0 | 2.0 | False | None | None | False | None | False | 2500.0 | 0 |
| 3879561 | 148938 | None | CSR-Page-154-13.25.1-Vol-5 | Supply and delivery at site of brand new best makeNon -return valve as per IS 778-1984 with ISI Mark and as per its latest amendments 50 mm dia. | No | 1250.0 | 1250.0 | 2.0 | False | None | None | False | None | False | 2500.0 | 0 |
| 3879562 | 148938 | None | Approved rate of HO | Transportation of furniture | Job | 12000.0 | 12000.0 | 1.0 | False | None | None | False | None | False | 12000.0 | 0 |