1724047534000 | 0 | None | None | Buildings | Construction of Hostel Building (G Plus 4) at Minority Welfare Department-Morarji Desai Residential School at Kodla Village, Sedam Taluk, Kalaburagi District | 70322422.99 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3805784 | 144517 | None | code01 | JUNGLE CLEARANCE 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 SR 2023-24 Page No. 9,Sl. No.2.5 A. VOL-3 ii a Rate per 100Sqm | Sqm | 412.65 | 412.65 | 7.02 | False | None | None | False | None | False | 2896.803 | 0 | 3805785 | 144517 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work.Page No. 5,Sl. No.1.1 . VOL-1 | Sqm | 95.55 | 95.55 | 702.0 | False | None | None | False | None | False | 67076.1 | 0 | 3805786 | 144517 | None | code03 | EARTH WORK FOR BUILDING 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 50m 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 SR 2023-24 Page No. 8,Sl. No.1.14.1 A. VOL-1 | Cum | 107.1 | 107.1 | 1420.12 | False | None | None | False | None | False | 152094.852 | 0 | 3805787 | 144517 | None | code04 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In ordinary/soft rock without blasting SR 2023-24 (P.No.8, Vol-1, SI.No.1.15.1 ) soft rock without blasting 20% | Cum | 381.15 | 381.15 | 358.0114 | False | None | None | False | None | False | 136456.04511 | 0 | 3805788 | 144517 | None | code05 | CC 1:3:6 For Bed ConcreteProviding and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 40 mm nominal size graded crushed coarseaggregates SR 2023-24 Sl.No 2.1.3, Page No.15- VOL-1 | Cum | 6288.45 | 6288.45 | 88.92 | False | None | None | False | None | False | 559168.974 | 0 | 3805789 | 144517 | None | code06 | ANTI TERMITE TREATMENT Providing and injecting chemical emulsion for Preconstructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications Sl.No 4.1/ Page No. 5- VOL-2 | Sqm | 123.9 | 123.9 | 525.0 | False | None | None | False | None | False | 65047.5 | 0 | 3805790 | 144517 | None | code07 | SOIL TREATMENT Treatment of soil with Chloropyriphos/Lindane E.C. 20% with 1% concentration under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: Sl.No 4.3/ Page No. 5-
VOL-2 | Sqm | 365.4 | 365.4 | 206.14 | False | None | None | False | None | False | 75323.556 | 0 | 3805791 | 144517 | None | code08 | SOILING Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Sl.No 1.23/ Page No. 11- VOL-1 | Cum | 2816.1 | 2816.1 | 206.14 | False | None | None | False | None | False | 580510.854 | 0 | 3805792 | 144517 | None | code09 | RCC M25 FOR FOOTING & PEDESTAL 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 (RATE INCLUDING CENTERING 8% ON CONCRETE ITEM) SR -23-24 P-15 SI.
No.2.2.3
VOL-1 | Cum | 7185.02 | 7185.02 | 466.1 | False | None | None | False | None | False | 3348937.822 | 0 | 3805793 | 144517 | None | code10 | RCC M25 FOR FOOTING & PEDESTAL 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 (RATE INCLUDING CENTERING 8% ON CONCRETE ITEM) SR -23-24 P-15 SI.
No.2.2.3 VOL-1 PEDESTAL | Cum | 7318.08 | 7318.08 | 12.42 | False | None | None | False | None | False | 90890.5536 | 0 | 3805794 | 144517 | None | code11 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I upto plinth | Cum | 12214.76 | 12214.76 | 18.2 | False | None | None | False | None | False | 222308.632 | 0 | 3805795 | 144517 | None | code12 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I GROUND FLOOR | Cum | 12214.76 | 12214.76 | 25.92 | False | None | None | False | None | False | 316606.5792 | 0 | 3805796 | 144517 | None | code13 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FIRST FLOOR | Cum | 12336.9 | 12336.9 | 25.92 | False | None | None | False | None | False | 319772.448 | 0 | 3805797 | 144517 | None | code14 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I SECOND FLOOR | Cum | 12460.27 | 12460.27 | 25.92 | False | None | None | False | None | False | 322970.1984 | 0 | 3805798 | 144517 | None | code15 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I THIRD FLOOR | Cum | 12584.87 | 12584.87 | 25.92 | False | None | None | False | None | False | 326199.8304 | 0 | 3805799 | 144517 | None | code16 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FOURTH FLOOR | Cum | 12710.72 | 12710.72 | 25.92 | False | None | None | False | None | False | 329461.8624 | 0 | 3805800 | 144517 | None | code17 | RCC COLUMN 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I HEAD ROOM | Cum | 12837.83 | 12837.83 | 1.73 | False | None | None | False | None | False | 22209.4459 | 0 | 3805801 | 144517 | None | code18 | RCC COLUMN(DUMMY COLUMNS) 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Page 15, Sl. No.2.1.4, Volume-I | Cum | 11097.35 | 11097.35 | 6.12 | False | None | None | False | None | False | 67915.782 | 0 | 3805802 | 144517 | None | code19 | PCC M15 FOR DPC Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-- Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Page 15, Sl. No.2.1.4, Volume-I | Cum | 6527.85 | 6527.85 | 1.54 | False | None | None | False | None | False | 10052.889 | 0 | 3805803 | 144517 | None | code20 | EARTH REFILLING 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. SL.No 1.9, Page No.7 Volume-I | Cum | 279.3 | 279.3 | 594.75 | False | None | None | False | None | False | 166113.675 | 0 | 3805804 | 144517 | None | code21 | Balance Soil have to brought from Outside Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. SL.No 1.8,
Page No.7 Volume-I | Cum | 497.7 | 497.7 | 1306.2 | False | None | None | False | None | False | 650095.74 | 0 | 3805805 | 144517 | None | code22 | Flooring Bed 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 40 mm nominal size graded crushed coarse aggregates Sl.No 2.1.3, Page No.15-
VOL-1 | Cum | 6288.45 | 6288.45 | 43.51 | False | None | None | False | None | False | 273610.4595 | 0 | 3805806 | 144517 | None | code23 | RCC M25 FOR PLINTH BEAM 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.4.3 Page No.17 VOL-1 | Cum | 9979.2 | 9979.2 | 76.05 | False | None | None | False | None | False | 758918.16 | 0 | 3805807 | 144517 | None | code24 | CC BLOCKS 200mm 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. Sl.No. 6.32, Page No.17,
Volume-II GROUND FLOOR | Sqm | 1375.5 | 1375.5 | 292.77 | False | None | None | False | None | False | 402705.135 | 0 | 3805808 | 144517 | None | code25 | CC BLOCKS 200mm 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. Sl.No. 6.32, Page No.17,
Volume-II FIRST FLOOR | Sqm | 1389.26 | 1389.26 | 264.95 | False | None | None | False | None | False | 368084.437 | 0 | 3805809 | 144517 | None | code26 | CC BLOCKS 200mm 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. Sl.No. 6.32, Page No.17,
Volume-II SECOND FLOOR | Sqm | 1403.15 | 1403.15 | 264.95 | False | None | None | False | None | False | 371764.5925 | 0 | 3805810 | 144517 | None | code27 | CC BLOCKS 200mm 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. Sl.No. 6.32, Page No.17,
Volume-II THIRD FLOOR | Sqm | 1417.18 | 1417.18 | 264.95 | False | None | None | False | None | False | 375481.841 | 0 | 3805811 | 144517 | None | code28 | CC BLOCKS 200mm 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. Sl.No. 6.32, Page No.17,
Volume-II FOURTH FLOOR | Sqm | 1431.35 | 1431.35 | 264.95 | False | None | None | False | None | False | 379236.1825 | 0 | 3805812 | 144517 | None | code29 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. Sl.No. 6.33, Page No.17,
Volume-II GROUND FLOOR | Sqm | 1292.55 | 1292.55 | 308.34 | False | None | None | False | None | False | 398544.867 | 0 | 3805813 | 144517 | None | code30 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. Sl.No. 6.33, Page No.17,
Volume-II FIRST FLOOR | Sqm | 1305.48 | 1305.48 | 486.89 | False | None | None | False | None | False | 635625.1572 | 0 | 3805814 | 144517 | None | code31 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. Sl.No. 6.33, Page No.17,
Volume-II SECOND FLOOR | Sqm | 1318.53 | 1318.53 | 486.89 | False | None | None | False | None | False | 641979.0717 | 0 | 3805815 | 144517 | None | code32 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. Sl.No. 6.33, Page No.17,
Volume-II THIRD FLOOR | Sqm | 1331.72 | 1331.72 | 486.89 | False | None | None | False | None | False | 648401.1508 | 0 | 3805816 | 144517 | None | code33 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. Sl.No. 6.33, Page No.17,
Volume-II FOURTH FLOOR | Sqm | 1345.03 | 1345.03 | 486.89 | False | None | None | False | None | False | 654881.6567 | 0 | 3805817 | 144517 | None | code34 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. Sl.No. 6.33, Page No.17,
Volume-II HEAD ROOM DOOR | Sqm | 1358.48 | 1358.48 | 159.94 | False | None | None | False | None | False | 217275.2912 | 0 | 3805818 | 144517 | None | code35 | CC BLOCKS 100mm 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. Sl.No. 6.34, Page No.17,
Volume-II GROUND FLOOR | Sqm | 1159.2 | 1159.2 | 48.62 | False | None | None | False | None | False | 56360.304 | 0 | 3805819 | 144517 | None | code36 | CC BLOCKS 100mm 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. Sl.No. 6.34, Page No.17,
Volume-II FIRST FLOOR | Sqm | 1170.79 | 1170.79 | 97.23 | False | None | None | False | None | False | 113835.9117 | 0 | 3805820 | 144517 | None | code37 | CC BLOCKS 100mm 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. Sl.No. 6.34, Page No.17,
Volume-II SECOND FLOOR | Sqm | 1182.5 | 1182.5 | 97.23 | False | None | None | False | None | False | 114974.475 | 0 | 3805821 | 144517 | None | code38 | CC BLOCKS 100mm 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. Sl.No. 6.34, Page No.17,
Volume-II THIRD FLOOR | Sqm | 1194.32 | 1194.32 | 97.23 | False | None | None | False | None | False | 116123.7336 | 0 | 3805822 | 144517 | None | code39 | CC BLOCKS 100mm 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. Sl.No. 6.34, Page No.17,
Volume-II FOURTH FLOOR | Sqm | 1206.27 | 1206.27 | 97.23 | False | None | None | False | None | False | 117285.6321 | 0 | 3805823 | 144517 | None | code40 | RCC M25 FOR LINTEL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2,
PageNo.16 Volume-I GROUND FLOOR | Cum | 11496.24 | 11496.24 | 7.73 | False | None | None | False | None | False | 88865.9352 | 0 | 3805824 | 144517 | None | code41 | RCC M25 FOR LINTEL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2,
PageNo.16 Volume-I FIRST FLOOR | Cum | 11611.2 | 11611.2 | 11.08 | False | None | None | False | None | False | 128652.096 | 0 | 3805825 | 144517 | None | code42 | RCC M25 FOR LINTEL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2,
PageNo.16 Volume-I SECOND FLOOR | Cum | 11727.31 | 11727.31 | 11.08 | False | None | None | False | None | False | 129938.5948 | 0 | 3805826 | 144517 | None | code43 | RCC M25 FOR LINTEL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2,
PageNo.16 Volume-I THIRD FLOOR | Cum | 11844.59 | 11844.59 | 11.08 | False | None | None | False | None | False | 131238.0572 | 0 | 3805827 | 144517 | None | code44 | RCC M25 FOR LINTEL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2,
PageNo.16 Volume-I FOURTH FLOOR | Cum | 11963.03 | 11963.03 | 11.08 | False | None | None | False | None | False | 132550.3724 | 0 | 3805828 | 144517 | None | code45 | RCC M25 FOR LINTEL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2,
PageNo.16 Volume-I HEAD ROOM DOOR | Cum | 12082.66 | 12082.66 | 0.98 | False | None | None | False | None | False | 11841.0068 | 0 | 3805829 | 144517 | None | code46 | CC M15 FOR CILL 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) SL NO.2.1.4 PAGE NO. 15 VOLUME-I GROUND FLOOR | Cum | 9465.38 | 9465.38 | 3.75 | False | None | None | False | None | False | 35495.175 | 0 | 3805830 | 144517 | None | code47 | CC M15 FOR CILL 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) SL NO.2.1.4 PAGE NO. 15 VOLUME-I FIRST FLOOR | Cum | 9560.04 | 9560.04 | 5.82 | False | None | None | False | None | False | 55639.4328 | 0 | 3805831 | 144517 | None | code48 | CC M15 FOR CILL 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) SL NO.2.1.4 PAGE NO. 15 VOLUME-I SECOND FLOOR | Cum | 9655.64 | 9655.64 | 5.82 | False | None | None | False | None | False | 56195.8248 | 0 | 3805832 | 144517 | None | code49 | CC M15 FOR CILL 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) SL NO.2.1.4 PAGE NO. 15 VOLUME-I THIRD FLOOR | Cum | 9752.19 | 9752.19 | 5.82 | False | None | None | False | None | False | 56757.7458 | 0 | 3805833 | 144517 | None | code50 | CC M15 FOR CILL 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) SL NO.2.1.4 PAGE NO. 15 VOLUME-I FOURTH FLOOR | Cum | 9849.71 | 9849.71 | 5.82 | False | None | None | False | None | False | 57325.3122 | 0 | 3805834 | 144517 | None | code51 | CC M15 FOR CILL 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 (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) SL NO.2.1.4 PAGE NO. 15 VOLUME-I HEAD ROOM DOOR | Cum | 9948.21 | 9948.21 | 0.49 | False | None | None | False | None | False | 4874.6229 | 0 | 3805835 | 144517 | None | code52 | RCC M25 FOR ROOF BEAM 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I GROUND FLOOR | Cum | 11496.24 | 11496.24 | 41.57 | False | None | None | False | None | False | 477898.6968 | 0 | 3805836 | 144517 | None | code53 | RCC M25 FOR ROOF BEAM 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FIRST FLOOR | Cum | 11611.2 | 11611.2 | 48.13 | False | None | None | False | None | False | 558847.056 | 0 | 3805837 | 144517 | None | code54 | RCC M25 FOR ROOF BEAM 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I SECOND FLOOR | Cum | 11727.31 | 11727.31 | 48.13 | False | None | None | False | None | False | 564435.4303 | 0 | 3805838 | 144517 | None | code55 | RCC M25 FOR ROOF BEAM 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I THIRD FLOOR | Cum | 11844.59 | 11844.59 | 48.13 | False | None | None | False | None | False | 570080.1167 | 0 | 3805839 | 144517 | None | code56 | RCC M25 FOR ROOF BEAM 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FOURTH FLOOR | Cum | 11963.03 | 11963.03 | 48.13 | False | None | None | False | None | False | 575780.6339 | 0 | 3805840 | 144517 | None | code57 | RCC M25 FOR ROOF BEAM 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I HEAD ROOM | Cum | 12082.66 | 12082.66 | 2.32 | False | None | None | False | None | False | 28031.7712 | 0 | 3805841 | 144517 | None | code58 | RCC M25 FOR ROOF SLAB 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I Ground floor | Cum | 10777.73 | 10777.73 | 80.25 | False | None | None | False | None | False | 864912.8325 | 0 | 3805842 | 144517 | None | code59 | RCC M25 FOR ROOF SLAB 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FIRST FLOOR | Cum | 10885.5 | 10885.5 | 78.0 | False | None | None | False | None | False | 849069.0 | 0 | 3805843 | 144517 | None | code60 | RCC M25 FOR ROOF SLAB 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I SECOND FLOOR | Cum | 10994.36 | 10994.36 | 78.0 | False | None | None | False | None | False | 857560.08 | 0 | 3805844 | 144517 | None | code61 | RCC M25 FOR ROOF SLAB 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I THIRD FLOOR | Cum | 11104.3 | 11104.3 | 78.0 | False | None | None | False | None | False | 866135.4 | 0 | 3805845 | 144517 | None | code62 | RCC M25 FOR ROOF SLAB 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FOURTH FLOOR | Cum | 11215.34 | 11215.34 | 78.0 | False | None | None | False | None | False | 874796.52 | 0 | 3805846 | 144517 | None | code63 | RCC M25 FOR ROOF SLAB 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I HEAD ROOM | Cum | 11327.5 | 11327.5 | 9.9 | False | None | None | False | None | False | 112142.25 | 0 | 3805847 | 144517 | None | code64 | RCC M25 FOR STAIRCASE 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I GROUND FLOOR | Cum | 10777.73 | 10777.73 | 4.16 | False | None | None | False | None | False | 44835.3568 | 0 | 3805848 | 144517 | None | code65 | RCC M25 FOR STAIRCASE 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FIRST FLOOR | Cum | 10885.5 | 10885.5 | 4.16 | False | None | None | False | None | False | 45283.68 | 0 | 3805849 | 144517 | None | code66 | RCC M25 FOR STAIRCASE 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I SECOND FLOOR | Cum | 10994.36 | 10994.36 | 4.16 | False | None | None | False | None | False | 45736.5376 | 0 | 3805850 | 144517 | None | code67 | RCC M25 FOR STAIRCASE 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I THIRD FLOOR | Cum | 11104.3 | 11104.3 | 4.16 | False | None | None | False | None | False | 46193.888 | 0 | 3805851 | 144517 | None | code68 | RCC M25 FOR STAIRCASE 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I FOURTH FLOOR | Cum | 11215.34 | 11215.34 | 4.16 | False | None | None | False | None | False | 46655.8144 | 0 | 3805852 | 144517 | None | code69 | RCC M25 FOR STAIRCASE 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I HEAD ROOM | Cum | 11327.5 | 11327.5 | 4.16 | False | None | None | False | None | False | 47122.4 | 0 | 3805853 | 144517 | None | code70 | TMT STEELS 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 Sl. No. 2.11,a Page No.18 Volume-I GROUND FLOOR | Tonne | 93929.85 | 93929.85 | 60.5 | False | None | None | False | None | False | 5682755.925 | 0 | 3805854 | 144517 | None | code71 | TMT STEELS 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 Sl. No. 2.11,a Page No.18 Volume-I FIRST FLOOR | Tonne | 94869.15 | 94869.15 | 23.78 | False | None | None | False | None | False | 2255988.387 | 0 | 3805855 | 144517 | None | code72 | TMT STEELS 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 Sl. No. 2.11,a Page No.18 Volume-I SECOND FLOOR | Tonne | 95817.84 | 95817.84 | 23.78 | False | None | None | False | None | False | 2278548.2352 | 0 | 3805856 | 144517 | None | code73 | TMT STEELS 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 Sl. No. 2.11,a Page No.18 Volume-I THIRD FLOOR | Tonne | 96776.02 | 96776.02 | 23.78 | False | None | None | False | None | False | 2301333.7556 | 0 | 3805857 | 144517 | None | code74 | TMT STEELS 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 Sl. No. 2.11,a Page No.18 Volume-I FOURTH FLOOR | Tonne | 97743.78 | 97743.78 | 23.78 | False | None | None | False | None | False | 2324347.0884 | 0 | 3805858 | 144517 | None | code75 | TMT STEELS 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 Sl. No. 2.11,a Page No.18 Volume-I HEAD ROOM | Tonne | 98721.22 | 98721.22 | 2.91 | False | None | None | False | None | False | 287278.7502 | 0 | 3805859 | 144517 | None | code76 | FRAME FOR MAIN DOOR Providing Red 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.section Sl. No.
12.13.2 Page No. 100, Volume-II | m | 104580.0 | 104580.0 | 0.46 | False | None | None | False | None | False | 48106.8 | 0 | 3805860 | 144517 | None | code77 | SHUTTER FOR MAIN DOOR Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) Sl. No.
12.18. Page No. 100, Volume-II | Sqm | 6904.8 | 6904.8 | 11.28 | False | None | None | False | None | False | 77886.144 | 0 | 3805861 | 144517 | None | code78 | WPC FRAME FOR INTERNAL DOORS Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Sl.No 12.93.
1Page No111 Volume- II GROUND FLOOR | m | 737.1 | 737.1 | 60.0 | False | None | None | False | None | False | 44226.0 | 0 | 3805862 | 144517 | None | code79 | WPC FRAME FOR INTERNAL DOORS Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Sl.No 12.93.
1Page No111 Volume- II FIRST FLOOR | m | 744.47 | 744.47 | 90.0 | False | None | None | False | None | False | 67002.3 | 0 | 3805863 | 144517 | None | code80 | WPC FRAME FOR INTERNAL DOORS Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Sl.No 12.93.
1Page No111 Volume- II SECOND FLOOR | m | 751.92 | 751.92 | 90.0 | False | None | None | False | None | False | 67672.8 | 0 | 3805864 | 144517 | None | code81 | WPC FRAME FOR INTERNAL DOORS Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Sl.No 12.93.
1Page No111 Volume- II THIRD FLOOR | m | 759.43 | 759.43 | 90.0 | False | None | None | False | None | False | 68348.7 | 0 | 3805865 | 144517 | None | code82 | WPC FRAME FOR INTERNAL DOORS Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Sl.No 12.93.
1Page No111 Volume- II FOURTH FLOOR | m | 767.03 | 767.03 | 90.0 | False | None | None | False | None | False | 69032.7 | 0 | 3805866 | 144517 | None | code83 | WPC FRAME FOR INTERNAL DOORS Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Sl.No 12.93.
1Page No111 Volume- II HEAD ROOM | m | 767.03 | 767.03 | 6.0 | False | None | None | False | None | False | 4602.18 | 0 | 3805867 | 144517 | None | code84 | WPC SHUTTER FOR OTHER DOOR Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate
and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). Sl. No. 12.95. Page No. 112, Volume-II GROUND FLOOR | Sqm | 4631.55 | 4631.55 | 21.96 | False | None | None | False | None | False | 101708.838 | 0 | 3805868 | 144517 | None | code85 | WPC SHUTTER FOR OTHER DOOR Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate
and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). Sl. No. 12.95. Page No. 112, Volume-II FIRST FLOOR | Sqm | 4677.87 | 4677.87 | 28.35 | False | None | None | False | None | False | 132617.6145 | 0 | 3805869 | 144517 | None | code86 | WPC SHUTTER FOR OTHER DOOR Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate
and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). Sl. No. 12.95. Page No. 112, Volume-II SECOND FLOOR | Sqm | 4724.64 | 4724.64 | 28.35 | False | None | None | False | None | False | 133943.544 | 0 | 3805870 | 144517 | None | code87 | WPC SHUTTER FOR OTHER DOOR Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate
and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). Sl. No. 12.95. Page No. 112, Volume-II THIRD FLOOR | Sqm | 4771.89 | 4771.89 | 28.35 | False | None | None | False | None | False | 135283.0815 | 0 | 3805871 | 144517 | None | code88 | WPC SHUTTER FOR OTHER DOOR Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate
and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). Sl. No. 12.95. Page No. 112, Volume-II FOURTH FLOOR | Sqm | 4819.61 | 4819.61 | 28.35 | False | None | None | False | None | False | 136635.9435 | 0 | 3805872 | 144517 | None | code89 | WPC SHUTTER FOR OTHER DOOR Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate
and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being
termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). Sl. No. 12.95. Page No. 112, Volume-II HEAD ROOM | Sqm | 4867.81 | 4867.81 | 1.89 | False | None | None | False | None | False | 9200.1609 | 0 | 3805873 | 144517 | None | code90 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm GROUND Floor | No | 566.5 | 566.5 | 10.0 | False | None | None | False | None | False | 5665.0 | 0 | 3805874 | 144517 | None | code91 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm First Floor | No | 566.5 | 566.5 | 16.0 | False | None | None | False | None | False | 9064.0 | 0 | 3805875 | 144517 | None | code92 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm SECOND FLOOR | No | 566.5 | 566.5 | 16.0 | False | None | None | False | None | False | 9064.0 | 0 | 3805876 | 144517 | None | code93 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm THIRD FLOOR | No | 566.5 | 566.5 | 16.0 | False | None | None | False | None | False | 9064.0 | 0 | 3805877 | 144517 | None | code94 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm FOURTH FLOOR | No | 566.5 | 566.5 | 16.0 | False | None | None | False | None | False | 9064.0 | 0 | 3805878 | 144517 | None | code95 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218 Volume-II GROUND Floor | No | 386.25 | 386.25 | 18.0 | False | None | None | False | None | False | 6952.5 | 0 | 3805879 | 144517 | None | code96 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218 Volume-II First Floor | No | 390.11 | 390.11 | 30.0 | False | None | None | False | None | False | 11703.3 | 0 | 3805880 | 144517 | None | code97 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218 Volume-II SECOND FLOOR | No | 390.11 | 390.11 | 30.0 | False | None | None | False | None | False | 11703.3 | 0 | 3805881 | 144517 | None | code98 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218 Volume-II THIRD FLOOR | No | 390.11 | 390.11 | 30.0 | False | None | None | False | None | False | 11703.3 | 0 | 3805882 | 144517 | None | code99 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218 Volume-II FOURTH FLOOR | No | 390.11 | 390.11 | 30.0 | False | None | None | False | None | False | 11703.3 | 0 | 3805883 | 144517 | None | code100 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218 Volume-II GROUND Floor | No | 206.0 | 206.0 | 18.0 | False | None | None | False | None | False | 3708.0 | 0 | 3805884 | 144517 | None | code101 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218 Volume-II First Floor | No | 208.06 | 208.06 | 30.0 | False | None | None | False | None | False | 6241.8 | 0 | 3805885 | 144517 | None | code102 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218 Volume-II SECOND FLOOR | No | 208.06 | 208.06 | 30.0 | False | None | None | False | None | False | 6241.8 | 0 | 3805886 | 144517 | None | code103 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218 Volume-II THIRD FLOOR | No | 208.06 | 208.06 | 30.0 | False | None | None | False | None | False | 6241.8 | 0 | 3805887 | 144517 | None | code104 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218 Volume-II FOURTH FLOOR | No | 208.06 | 208.06 | 30.0 | False | None | None | False | None | False | 6241.8 | 0 | 3805888 | 144517 | None | code105 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS hinges 100 mm Sl. No.22.15.9,Page No. 218 Volume-II GROUND Floor | No | 72.1 | 72.1 | 18.0 | False | None | None | False | None | False | 1297.8 | 0 | 3805889 | 144517 | None | code106 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS hinges 100 mm Sl. No.22.15.9,Page No. 218 Volume-II First Floor | No | 72.82 | 72.82 | 30.0 | False | None | None | False | None | False | 2184.6 | 0 | 3805890 | 144517 | None | code107 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS hinges 100 mm Sl. No.22.15.9,Page No. 218 Volume-II SECOND FLOOR | No | 72.82 | 72.82 | 30.0 | False | None | None | False | None | False | 2184.6 | 0 | 3805891 | 144517 | None | code108 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS hinges 100 mm Sl. No.22.15.9,Page No. 218 Volume-II THIRD FLOOR | No | 72.82 | 72.82 | 30.0 | False | None | None | False | None | False | 2184.6 | 0 | 3805892 | 144517 | None | code109 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS hinges 100 mm Sl. No.22.15.9,Page No. 218 Volume-II FOURTH FLOOR | No | 72.82 | 72.82 | 30.0 | False | None | None | False | None | False | 2184.6 | 0 | 3805893 | 144517 | None | code110 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Door stopper 75mm Sl. No.22.15.10.Page No. 218 Volume-II GROUND Floor | No | 103.0 | 103.0 | 9.0 | False | None | None | False | None | False | 927.0 | 0 | 3805894 | 144517 | None | code111 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Door stopper 75mm Sl. No.22.15.10.Page No. 218 Volume-II First Floor | No | 104.03 | 104.03 | 15.0 | False | None | None | False | None | False | 1560.45 | 0 | 3805895 | 144517 | None | code112 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Door stopper 75mm Sl. No.22.15.10.Page No. 218 Volume-II SECOND FLOOR | No | 104.03 | 104.03 | 15.0 | False | None | None | False | None | False | 1560.45 | 0 | 3805896 | 144517 | None | code113 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Door stopper 75mm Sl. No.22.15.10.Page No. 218 Volume-II THIRD FLOOR | No | 104.03 | 104.03 | 15.0 | False | None | None | False | None | False | 1560.45 | 0 | 3805897 | 144517 | None | code114 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charg SS Door stopper 75mm Sl. No.22.15.10.Page No. 218 Volume-II FOURTH FLOOR | No | 104.03 | 104.03 | 15.0 | False | None | None | False | None | False | 1560.45 | 0 | 3805898 | 144517 | None | code115 | UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance+/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm (+/-0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 108, Volume-II Ground floor | m | 246.17 | 246.17 | 62.7 | False | None | None | False | None | False | 15434.859 | 0 | 3805899 | 144517 | None | code116 | UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance+/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 108, Volume-II First Floor | m | 248.63 | 248.63 | 125.4 | False | None | None | False | None | False | 31178.202 | 0 | 3805900 | 144517 | None | code117 | UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance+/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 108, Volume-II SECOND FLOOR | m | 251.12 | 251.12 | 125.4 | False | None | None | False | None | False | 31490.448 | 0 | 3805901 | 144517 | None | code118 | UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance+/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 108, Volume-II THIRD FLOOR | m | 253.63 | 253.63 | 125.4 | False | None | None | False | None | False | 31805.202 | 0 | 3805902 | 144517 | None | code119 | UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance+/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 108, Volume-II FOURTH FLOOR | m | 256.17 | 256.17 | 125.4 | False | None | None | False | None | False | 32123.718 | 0 | 3805903 | 144517 | None | code120 | UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size
20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No.
12.92 Page No. 111, Volume-II Ground floor | Sqm | 6432.35 | 6432.35 | 17.33 | False | None | None | False | None | False | 111472.6255 | 0 | 3805904 | 144517 | None | code121 | UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size
20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No.
12.92 Page No. 111, Volume-II FIRST FLOOR | Sqm | 6496.67 | 6496.67 | 34.65 | False | None | None | False | None | False | 225109.6155 | 0 | 3805905 | 144517 | None | code122 | UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size
20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No.
12.92 Page No. 111, Volume-II SECOND FLOOR | Sqm | 6561.64 | 6561.64 | 34.65 | False | None | None | False | None | False | 227360.826 | 0 | 3805906 | 144517 | None | code123 | UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size
20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No.
12.92 Page No. 111, Volume-II THIRD FLOOR | Sqm | 6627.26 | 6627.26 | 34.65 | False | None | None | False | None | False | 229634.559 | 0 | 3805907 | 144517 | None | code124 | UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size
20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No.
12.92 Page No. 111, Volume-II FOURTH FLOOR | Sqm | 6693.53 | 6693.53 | 34.65 | False | None | None | False | None | False | 231930.8145 | 0 | 3805908 | 144517 | None | code125 | UPVC VENTILATOR Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.85 Page No. 110 Volume-II GROUND FLOOR | Sqm | 6004.95 | 6004.95 | 4.32 | False | None | None | False | None | False | 25941.384 | 0 | 3805909 | 144517 | None | code126 | UPVC VENTILATOR Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.85 Page No. 110 Volume-II FIRST FLOOR | Sqm | 6064.8 | 6064.8 | 8.28 | False | None | None | False | None | False | 50216.544 | 0 | 3805910 | 144517 | None | code127 | UPVC VENTILATOR Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.85 Page No. 110 Volume-II SECOND FLOOR | Sqm | 6125.45 | 6125.45 | 8.28 | False | None | None | False | None | False | 50718.726 | 0 | 3805911 | 144517 | None | code128 | UPVC VENTILATOR Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.85 Page No. 110 Volume-II THIRD FLOOR | Sqm | 6186.7 | 6186.7 | 8.28 | False | None | None | False | None | False | 51225.876 | 0 | 3805912 | 144517 | None | code129 | UPVC VENTILATOR Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.85 Page No. 110 Volume-II FOURTH FLOOR | Sqm | 6248.57 | 6248.57 | 8.28 | False | None | None | False | None | False | 51738.1596 | 0 | 3805913 | 144517 | None | code130 | GRILLS FOR WINDOWS 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 Sl. No. 11.34A Page No. 86, Volume-II GROUND FLOOR | Kgs | 176.4 | 176.4 | 1147.2 | False | None | None | False | None | False | 202366.08 | 0 | 3805914 | 144517 | None | code131 | GRILLS FOR WINDOWS 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 Sl. No. 11.34A Page No. 86, Volume-II FIRST FLOOR | Kgs | 178.16 | 178.16 | 1096.2 | False | None | None | False | None | False | 195298.992 | 0 | 3805915 | 144517 | None | code132 | GRILLS FOR WINDOWS 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 Sl. No. 11.34A Page No. 86, Volume-II SECOND FLOOR | Kgs | 179.95 | 179.95 | 1096.2 | False | None | None | False | None | False | 197261.19 | 0 | 3805916 | 144517 | None | code133 | GRILLS FOR WINDOWS 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 Sl. No. 11.34A Page No. 86, Volume-II THIRD FLOOR | Kgs | 181.75 | 181.75 | 1096.2 | False | None | None | False | None | False | 199234.35 | 0 | 3805917 | 144517 | None | code134 | GRILLS FOR WINDOWS 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 Sl. No. 11.34A Page No. 86, Volume-II FOURTH FLOOR | Kgs | 183.56 | 183.56 | 1096.2 | False | None | None | False | None | False | 201218.472 | 0 | 3805918 | 144517 | None | code135 | UPVC FOR WINDOWS Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.90, Page No. 110 Volume-II GROUND FLOOR | Sqm | 7070.7 | 7070.7 | 54.36 | False | None | None | False | None | False | 384363.252 | 0 | 3805919 | 144517 | None | code136 | UPVC FOR WINDOWS Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.90, Page No. 110 Volume-II FIRST FLOOR | Sqm | 7141.41 | 7141.41 | 48.6 | False | None | None | False | None | False | 347072.526 | 0 | 3805920 | 144517 | None | code137 | UPVC FOR WINDOWS Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.90, Page No. 110 Volume-II SECOND FLOOR | Sqm | 7212.82 | 7212.82 | 48.6 | False | None | None | False | None | False | 350543.052 | 0 | 3805921 | 144517 | None | code138 | UPVC FOR WINDOWS Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.90, Page No. 110 Volume-II THIRD FLOOR | Sqm | 7284.95 | 7284.95 | 48.6 | False | None | None | False | None | False | 354048.57 | 0 | 3805922 | 144517 | None | code139 | UPVC FOR WINDOWS Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.90, Page No. 110 Volume-II FOURTH FLOOR | Sqm | 7357.8 | 7357.8 | 48.6 | False | None | None | False | None | False | 357589.08 | 0 | 3805923 | 144517 | None | code140 | UPVC FOR WINDOWS Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.90, Page No. 110 Volume-II HEAD ROOM | Sqm | 7431.38 | 7431.38 | 2.7 | False | None | None | False | None | False | 20064.726 | 0 | 3805924 | 144517 | None | code141 | PUTTY ITEM 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. ceiling Sl.No 8.51 Page No.50 Volume-II | Sqm | 105.0 | 105.0 | 2229.18 | False | None | None | False | None | False | 234063.9 | 0 | 3805925 | 144517 | None | code142 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. Sl.No 8.7, Page No.42 Volume-II GROUND FLOOR | Sqm | 384.3 | 384.3 | 986.25 | False | None | None | False | None | False | 379015.875 | 0 | 3805926 | 144517 | None | code143 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. Sl.No 8.7, Page No.42 Volume-II FIRST FLOOR | Sqm | 388.5 | 388.5 | 1337.84 | False | None | None | False | None | False | 519750.84 | 0 | 3805927 | 144517 | None | code144 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. Sl.No 8.7, Page No.42 Volume-II SECOND FLOOR | Sqm | 392.39 | 392.39 | 1337.84 | False | None | None | False | None | False | 524955.0376 | 0 | 3805928 | 144517 | None | code145 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. Sl.No 8.7, Page No.42 Volume-II THIRD FLOOR | Sqm | 396.31 | 396.31 | 1337.84 | False | None | None | False | None | False | 530199.3704 | 0 | 3805929 | 144517 | None | code146 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. Sl.No 8.7, Page No.42 Volume-II FOURTH FLOOR | Sqm | 400.27 | 400.27 | 1337.84 | False | None | None | False | None | False | 535497.2168 | 0 | 3805930 | 144517 | None | code147 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. Sl.No 8.7, Page No.42 Volume-II HEAD ROOM | Sqm | 404.27 | 404.27 | 155.51 | False | None | None | False | None | False | 62868.0277 | 0 | 3805931 | 144517 | None | code148 | WALL PUTTY FOR ABOVE 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. Sl.No 8.51 Page No.50 Volume-II | Sqm | 105.0 | 105.0 | 6493.13 | False | None | None | False | None | False | 681778.65 | 0 | 3805932 | 144517 | None | code149 | ROUGH PLASTERING FOR DADOOING 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. Sl.No. 8.2.1, Page No.41 Volume- II GROUND FLOOR | Sqm | 309.75 | 309.75 | 196.72 | False | None | None | False | None | False | 60934.02 | 0 | 3805933 | 144517 | None | code150 | ROUGH PLASTERING FOR DADOOING 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. Sl.No. 8.2.1, Page No.41 Volume- II FIRST FLOOR | Sqm | 312.85 | 312.85 | 289.96 | False | None | None | False | None | False | 90713.986 | 0 | 3805934 | 144517 | None | code151 | ROUGH PLASTERING FOR DADOOING 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. Sl.No. 8.2.1, Page No.41 Volume- II SECOND FLOOR | Sqm | 315.98 | 315.98 | 289.96 | False | None | None | False | None | False | 91621.5608 | 0 | 3805935 | 144517 | None | code152 | ROUGH PLASTERING FOR DADOOING 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. Sl.No. 8.2.1, Page No.41 Volume- II THIRD FLOOR | Sqm | 319.14 | 319.14 | 289.96 | False | None | None | False | None | False | 92537.8344 | 0 | 3805936 | 144517 | None | code153 | ROUGH PLASTERING FOR DADOOING 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. Sl.No. 8.2.1, Page No.41 Volume- II FOURTH FLOOR | Sqm | 322.33 | 322.33 | 289.96 | False | None | None | False | None | False | 93462.8068 | 0 | 3805937 | 144517 | None | code154 | EXTERNAL WALL PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II GROUND FLOOR | Sqm | 404.25 | 404.25 | 428.4 | False | None | None | False | None | False | 173180.7 | 0 | 3805938 | 144517 | None | code155 | EXTERNAL WALL PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II FIRST FLOOR | Sqm | 408.45 | 408.45 | 428.4 | False | None | None | False | None | False | 174979.98 | 0 | 3805939 | 144517 | None | code156 | EXTERNAL WALL PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II SECOND FLOOR | Sqm | 412.53 | 412.53 | 428.4 | False | None | None | False | None | False | 176727.852 | 0 | 3805940 | 144517 | None | code157 | EXTERNAL WALL PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II THIRD FLOOR | Sqm | 416.66 | 416.66 | 428.4 | False | None | None | False | None | False | 178497.144 | 0 | 3805941 | 144517 | None | code158 | EXTERNAL WALL PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II FOURTH FLOOR | Sqm | 420.83 | 420.83 | 428.4 | False | None | None | False | None | False | 180283.572 | 0 | 3805942 | 144517 | None | code159 | EXTERNAL WALL PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II HEAD ROOM | Sqm | 425.03 | 425.03 | 167.63 | False | None | None | False | None | False | 71247.7789 | 0 | 3805943 | 144517 | None | code160 | LATH PALSTER 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 usage charges, curing, complete as per specifications. Sl.No8.16.a, Page No.43 Volume-II | Sqm | 1299.9 | 1299.9 | 327.48 | False | None | None | False | None | False | 425691.252 | 0 | 3805944 | 144517 | None | code161 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 800x800 mm Sl.No 9.12.3, Page No.60
Volume-II GROUND FLOOR | Sqm | 1319.85 | 1319.85 | 160.92 | False | None | None | False | None | False | 212390.262 | 0 | 3805945 | 144517 | None | code162 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 800x800 mm Sl.No 9.12.3, Page No.60
Volume-II FIRST FLOOR | Sqm | 1333.05 | 1333.05 | 301.47 | False | None | None | False | None | False | 401874.5835 | 0 | 3805946 | 144517 | None | code163 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 800x800 mm Sl.No 9.12.3, Page No.60
Volume-II SECOND FLOOR | Sqm | 1346.38 | 1346.38 | 301.47 | False | None | None | False | None | False | 405893.1786 | 0 | 3805947 | 144517 | None | code164 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 800x800 mm Sl.No 9.12.3, Page No.60
Volume-II THIRD FLOOR | Sqm | 1359.84 | 1359.84 | 301.47 | False | None | None | False | None | False | 409950.9648 | 0 | 3805948 | 144517 | None | code165 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 800x800 mm Sl.No 9.12.3, Page No.60
Volume-II FOURTH FLOOR | Sqm | 1373.4 | 1373.4 | 301.47 | False | None | None | False | None | False | 414038.898 | 0 | 3805949 | 144517 | None | code166 | GRANITE FLOORING 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. Sl.No 9.24, Page No.63 Volume-II GROUND FLOOR | Sqm | 2994.6 | 2994.6 | 317.53 | False | None | None | False | None | False | 950875.338 | 0 | 3805950 | 144517 | None | code167 | GRANITE FLOORING 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. Sl.No 9.24, Page No.63 Volume-II FIRST FLOOR | Sqm | 3024.55 | 3024.55 | 94.2 | False | None | None | False | None | False | 284912.61 | 0 | 3805951 | 144517 | None | code168 | GRANITE FLOORING 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. Sl.No 9.24, Page No.63 Volume-II SECOND FLOOR | Sqm | 3054.79 | 3054.79 | 94.2 | False | None | None | False | None | False | 287761.218 | 0 | 3805952 | 144517 | None | code169 | GRANITE FLOORING 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. Sl.No 9.24, Page No.63 Volume-II THIRD FLOOR | Sqm | 3085.34 | 3085.34 | 94.2 | False | None | None | False | None | False | 290639.028 | 0 | 3805953 | 144517 | None | code170 | GRANITE FLOORING 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. Sl.No 9.24, Page No.63 Volume-II FOURTH FLOOR | Sqm | 3116.19 | 3116.19 | 94.2 | False | None | None | False | None | False | 293545.098 | 0 | 3805954 | 144517 | None | code171 | GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sl.No 9.30, Page No.64 Volume-II GROUND FLOOR | Sqm | 5594.4 | 5594.4 | 21.34 | False | None | None | False | None | False | 119384.496 | 0 | 3805955 | 144517 | None | code172 | GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sl.No 9.30, Page No.64 Volume-II FIRST FLOOR | Sqm | 5650.34 | 5650.34 | 21.34 | False | None | None | False | None | False | 120578.2556 | 0 | 3805956 | 144517 | None | code173 | GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sl.No 9.30, Page No.64 Volume-II SECOND FLOOR | Sqm | 5706.85 | 5706.85 | 21.34 | False | None | None | False | None | False | 121784.179 | 0 | 3805957 | 144517 | None | code174 | GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sl.No 9.30, Page No.64 Volume-II THIRD FLOOR | Sqm | 5763.92 | 5763.92 | 21.34 | False | None | None | False | None | False | 123002.0528 | 0 | 3805958 | 144517 | None | code175 | GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sl.No 9.30, Page No.64 Volume-II FOURTH FLOOR | Sqm | 5821.56 | 5821.56 | 21.34 | False | None | None | False | None | False | 124232.0904 | 0 | 3805959 | 144517 | None | code176 | HALF NOSING Providing half nosing to the 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification MR Approved rate from MDRS Gangavathi GROUND FLOOR | m | 180.0 | 180.0 | 46.4 | False | None | None | False | None | False | 8352.0 | 0 | 3805960 | 144517 | None | code177 | HALF NOSING Providing half nosing to the 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification MR Approved rate from MDRS Gangavathi FIRST FLOOR | m | 181.8 | 181.8 | 33.6 | False | None | None | False | None | False | 6108.48 | 0 | 3805961 | 144517 | None | code178 | HALF NOSING Providing half nosing to the 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification MR Approved rate from MDRS Gangavathi SECOND FLOOR | m | 183.62 | 183.62 | 33.6 | False | None | None | False | None | False | 6169.632 | 0 | 3805962 | 144517 | None | code179 | HALF NOSING Providing half nosing to the 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification MR Approved rate from MDRS Gangavathi THIRD FLOOR | m | 185.45 | 185.45 | 33.6 | False | None | None | False | None | False | 6231.12 | 0 | 3805963 | 144517 | None | code180 | HALF NOSING Providing half nosing to the 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification MR Approved rate from MDRS Gangavathi FOURTH FLOOR | m | 187.31 | 187.31 | 33.6 | False | None | None | False | None | False | 6293.616 | 0 | 3805964 | 144517 | None | code181 | CERAMIC TILE FLOORING FOR TOILET 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 Sl.No 9.11, Page No.60
Volume-II GROUND FLOOR | Sqm | 933.45 | 933.45 | 48.0 | False | None | None | False | None | False | 44805.6 | 0 | 3805965 | 144517 | None | code182 | CERAMIC TILE FLOORING FOR TOILET 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 Sl.No 9.11, Page No.60
Volume-II FIRST FLOOR | Sqm | 942.78 | 942.78 | 74.0 | False | None | None | False | None | False | 69765.72 | 0 | 3805966 | 144517 | None | code183 | CERAMIC TILE FLOORING FOR TOILET 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 Sl.No 9.11, Page No.60
Volume-II SECOND FLOOR | Sqm | 952.21 | 952.21 | 74.0 | False | None | None | False | None | False | 70463.54 | 0 | 3805967 | 144517 | None | code184 | CERAMIC TILE FLOORING FOR TOILET 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 Sl.No 9.11, Page No.60
Volume-II THIRD FLOOR | Sqm | 961.73 | 961.73 | 74.0 | False | None | None | False | None | False | 71168.02 | 0 | 3805968 | 144517 | None | code185 | CERAMIC TILE FLOORING FOR TOILET 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 Sl.No 9.11, Page No.60
Volume-II FOURTH FLOOR | Sqm | 971.35 | 971.35 | 74.0 | False | None | None | False | None | False | 71879.9 | 0 | 3805969 | 144517 | None | code186 | CERAMIC TILE DADOODING FOR GLAZED TILE Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sl.No 10.14, Page No.71 Volume-II GROUND FLOOR | Sqm | 1161.3 | 1161.3 | 192.78 | False | None | None | False | None | False | 223875.414 | 0 | 3805970 | 144517 | None | code187 | CERAMIC TILE DADOODING FOR GLAZED TILE Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sl.No 10.14, Page No.71 Volume-II FIRST FLOOR | Sqm | 1172.91 | 1172.91 | 289.96 | False | None | None | False | None | False | 340096.9836 | 0 | 3805971 | 144517 | None | code188 | CERAMIC TILE DADOODING FOR GLAZED TILE Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sl.No 10.14, Page No.71 Volume-II SECOND FLOOR | Sqm | 1184.64 | 1184.64 | 289.96 | False | None | None | False | None | False | 343498.2144 | 0 | 3805972 | 144517 | None | code189 | CERAMIC TILE DADOODING FOR GLAZED TILE Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sl.No 10.14, Page No.71 Volume-II THIRD FLOOR | Sqm | 1196.49 | 1196.49 | 289.96 | False | None | None | False | None | False | 346934.2404 | 0 | 3805973 | 144517 | None | code190 | CERAMIC TILE DADOODING FOR GLAZED TILE Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sl.No 10.14, Page No.71 Volume-II FOURTH FLOOR | Sqm | 1208.45 | 1208.45 | 289.96 | False | None | None | False | None | False | 350402.162 | 0 | 3805974 | 144517 | None | code191 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II GROUND FLOOR Walls | Sqm | 165.9 | 165.9 | 986.25 | False | None | None | False | None | False | 163618.875 | 0 | 3805975 | 144517 | None | code192 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II GROUND FLOOR Celing | Sqm | 165.9 | 165.9 | 434.98 | False | None | None | False | None | False | 72163.182 | 0 | 3805976 | 144517 | None | code193 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II FIRST FLOOR Walls | Sqm | 167.56 | 167.56 | 1337.84 | False | None | None | False | None | False | 224168.4704 | 0 | 3805977 | 144517 | None | code194 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II FIRST FLOOR Celing | Sqm | 167.56 | 167.56 | 444.8 | False | None | None | False | None | False | 74530.688 | 0 | 3805978 | 144517 | None | code195 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II SECOND FLOOR Walls | Sqm | 169.23 | 169.23 | 1337.84 | False | None | None | False | None | False | 226402.6632 | 0 | 3805979 | 144517 | None | code196 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II SECOND FLOOR Celing | Sqm | 169.23 | 169.23 | 444.8 | False | None | None | False | None | False | 75273.504 | 0 | 3805980 | 144517 | None | code197 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II THIRD FLOOR Walls | Sqm | 170.93 | 170.93 | 1337.84 | False | None | None | False | None | False | 228676.9912 | 0 | 3805981 | 144517 | None | code198 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II THIRD FLOOR Celing | Sqm | 170.93 | 170.93 | 444.8 | False | None | None | False | None | False | 76029.664 | 0 | 3805982 | 144517 | None | code199 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II FOURTH FLOOR Walls | Sqm | 172.64 | 172.64 | 155.51 | False | None | None | False | None | False | 26847.2464 | 0 | 3805983 | 144517 | None | code200 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II HEAD ROOM Walls | Sqm | 174.36 | 174.36 | 155.51 | False | None | None | False | None | False | 27114.7236 | 0 | 3805984 | 144517 | None | code201 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including
one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II HEAD ROOM Celing | Sqm | 174.36 | 174.36 | 15.0 | False | None | None | False | None | False | 2615.4 | 0 | 3805985 | 144517 | None | code202 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.30 Page No.46 Volume-II Ground floor | Sqm | 182.7 | 182.7 | 364.14 | False | None | None | False | None | False | 66528.378 | 0 | 3805986 | 144517 | None | code203 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.30 Page No.46 Volume-II First floor | Sqm | 184.53 | 184.53 | 364.14 | False | None | None | False | None | False | 67194.7542 | 0 | 3805987 | 144517 | None | code204 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.30 Page No.46 Volume-II Second floor | Sqm | 186.37 | 186.37 | 364.14 | False | None | None | False | None | False | 67864.7718 | 0 | 3805988 | 144517 | None | code205 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.30 Page No.46 Volume-II Third floor | Sqm | 188.24 | 188.24 | 364.14 | False | None | None | False | None | False | 68545.7136 | 0 | 3805989 | 144517 | None | code206 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.30 Page No.46 Volume-II TFourth floor | Sqm | 190.12 | 190.12 | 364.14 | False | None | None | False | None | False | 69230.2968 | 0 | 3805990 | 144517 | None | code207 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.30 Page No.46 Volume-II HEAD ROOM | Sqm | 192.02 | 192.02 | 142.49 | False | None | None | False | None | False | 27360.9298 | 0 | 3805991 | 144517 | None | code208 | PAINTING EXTERNAL SURFACES (TEXTURED PAINT) Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.29 Page No.44 Volume-II Ground floor | Sqm | 297.15 | 297.15 | 64.26 | False | None | None | False | None | False | 19094.859 | 0 | 3805992 | 144517 | None | code209 | PAINTING EXTERNAL SURFACES (TEXTURED PAINT) Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.29 Page No.44 Volume-II First floor | Sqm | 300.12 | 300.12 | 64.26 | False | None | None | False | None | False | 19285.7112 | 0 | 3805993 | 144517 | None | code210 | PAINTING EXTERNAL SURFACES (TEXTURED PAINT) Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.29 Page No.44 Volume-II Second floor | Sqm | 303.12 | 303.12 | 64.26 | False | None | None | False | None | False | 19478.4912 | 0 | 3805994 | 144517 | None | code211 | PAINTING EXTERNAL SURFACES (TEXTURED PAINT) Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.29 Page No.44 Volume-II Third floor | Sqm | 306.15 | 306.15 | 64.26 | False | None | None | False | None | False | 19673.199 | 0 | 3805995 | 144517 | None | code212 | PAINTING EXTERNAL SURFACES (TEXTURED PAINT) Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.29 Page No.44 Volume-II foruth floor | Sqm | 309.22 | 309.22 | 64.26 | False | None | None | False | None | False | 19870.4772 | 0 | 3805996 | 144517 | None | code213 | PAINTING EXTERNAL SURFACES (TEXTURED PAINT) Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sl.No 8.29 Page No.44 Volume-II HEAD ROOM | Sqm | 312.31 | 312.31 | 25.14 | False | None | None | False | None | False | 7851.4734 | 0 | 3805997 | 144517 | None | code214 | SS RAILINGS 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. Sl.No 11.28 Page No.85 Volume-II GROUND FLOOR | Kg | 593.25 | 593.25 | 252.0 | False | None | None | False | None | False | 149499.0 | 0 | 3805998 | 144517 | None | code215 | SS RAILINGS 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. Sl.No 11.28 Page No.85 Volume-II FIRST FLOOR | Kg | 599.18 | 599.18 | 122.4 | False | None | None | False | None | False | 73339.632 | 0 | 3805999 | 144517 | None | code216 | SS RAILINGS 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. Sl.No 11.28 Page No.85 Volume-II SECOND FLOOR | Kg | 605.17 | 605.17 | 122.4 | False | None | None | False | None | False | 74072.808 | 0 | 3806000 | 144517 | None | code217 | SS RAILINGS 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. Sl.No 11.28 Page No.85 Volume-II THIRD FLOOR | Kg | 611.23 | 611.23 | 122.4 | False | None | None | False | None | False | 74814.552 | 0 | 3806001 | 144517 | None | code218 | SS RAILINGS 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. Sl.No 11.28 Page No.85 Volume-II FOURTH FLOOR | Kg | 617.34 | 617.34 | 122.4 | False | None | None | False | None | False | 75562.416 | 0 | 3806002 | 144517 | None | code219 | WATER PROOFING Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.Sl.No 15.1, Page No.149 Volume-II | Sqm | 857.85 | 857.85 | 500.0 | False | None | None | False | None | False | 428925.0 | 0 | 3806003 | 144517 | None | code220 | CINDER CONCRETE FILLING 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.Sl.No 7.18, Page No.23 Volume-II FIRST FLOOR | Sqm | 2138.85 | 2138.85 | 14.6 | False | None | None | False | None | False | 31227.21 | 0 | 3806004 | 144517 | None | code221 | CINDER CONCRETE FILLING 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.Sl.No 7.18, Page No.23 Volume-II SECOND FLOOR | Sqm | 2160.24 | 2160.24 | 14.6 | False | None | None | False | None | False | 31539.504 | 0 | 3806005 | 144517 | None | code222 | CINDER CONCRETE FILLING 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.Sl.No 7.18, Page No.23 Volume-II THIRD FLOOR | Sqm | 2181.84 | 2181.84 | 14.6 | False | None | None | False | None | False | 31854.864 | 0 | 3806006 | 144517 | None | code223 | CINDER CONCRETE FILLING 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.Sl.No 7.18, Page No.23 Volume-II FOURTH FLOOR | Sqm | 2203.66 | 2203.66 | 14.6 | False | None | None | False | None | False | 32173.436 | 0 | 3806007 | 144517 | None | code224 | FLAGGING CONCRETE 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. Sl.No 2.1.5, Page No.15 Volume-I | Cum | 6156.0 | 6156.0 | 10.71 | False | None | None | False | None | False | 65930.76 | 0 | 3806008 | 144517 | None | code225 | NP3 pipes for the Coutyard to Outlet of Water Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750mm dia Sl.No 20.16,
Page No.134 Volume-III | m | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | 3806009 | 144517 | None | code226 | PLUMBING Providing & fixing Chorinated Poly Venyl Chloride (CPVC) 20 mm dia pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete. (concealed work including cutting chases and good the walls etc. (P.No.122, vol-2 I.No.13.32.2 of SR 2023-24 ) 20 mm dia | m | 397.95 | 397.95 | 250.0 | False | None | None | False | None | False | 99487.5 | 0 | 3806010 | 144517 | None | code227 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.for : pipes of SN 4, 75mm dia (P.No.114, I.No.10.2.1, vol 5, of SR 2023-24 | m | 227.85 | 227.85 | 150.0 | False | None | None | False | None | False | 34177.5 | 0 | 3806011 | 144517 | None | code228 | EARTH FILLING 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. (P.No.7, I.No.9.10, vol 1, of SR 2023-24 | Cum | 279.3 | 279.3 | 40.0 | False | None | None | False | None | False | 11172.0 | 0 | 3806012 | 144517 | None | code229 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 20 mm nominal bore (P.No.117, I.No.13.15 of SR 2021-22) (vol-2) | No | 761.25 | 761.25 | 50.0 | False | None | None | False | None | False | 38062.5 | 0 | 3806013 | 144517 | None | code230 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fix tures complete,,including cutting and making good the walls and floors wherever required (P.No.131, I.No.14.2.1, vol 2, of SR 2023-24 | No | 5079.9 | 5079.9 | 50.0 | False | None | None | False | None | False | 253995.0 | 0 | 3806014 | 144517 | None | code231 | Providing and fixing Health faucet of approved make confirming to ISI specifications at suitable place as per direction of engineer-in- charge ( Rate is inclusive of cost of materials and fixtures, labour and conveyance of materials to work spot complete.) (2 in 1 tap system) ( Market Rate) Approved Rate as MDRS Aralihalli Gangavathi | No | 1260.0 | 1260.0 | 50.0 | False | None | None | False | None | False | 63000.0 | 0 | 3806015 | 144517 | None | code232 | 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 (P.No.133, I.No.14.7A, vol 2, of SR 2023-24 | No | 4327.05 | 4327.05 | 50.0 | False | None | None | False | None | False | 216352.5 | 0 | 3806016 | 144517 | None | code233 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete (P.No.127, I.No.13.59, vol-2 of SR 2023-24) | No | 231.0 | 231.0 | 120.0 | False | None | None | False | None | False | 27720.0 | 0 | 3806017 | 144517 | None | code234 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern I.No. 14.5.1 V-II | No | 9074.1 | 9074.1 | 25.0 | False | None | None | False | None | False | 226852.5 | 0 | 3806018 | 144517 | None | code235 | Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (P.No.135, I.No.14.22B, vol-2 of SR 2023-24) | No | 5840.1 | 5840.1 | 38.0 | False | None | None | False | None | False | 221923.8 | 0 | 3806019 | 144517 | None | code236 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. (P.No.119, I.No.13.14, vol-2 of SR 2023-24) | No | 888.3 | 888.3 | 40.0 | False | None | None | False | None | False | 35532.0 | 0 | 3806020 | 144517 | None | code237 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (P.No.117, I.No.13.2.1, vol 2, of SR 2023-24 | No | 300.3 | 300.3 | 40.0 | False | None | None | False | None | False | 12012.0 | 0 | 3806021 | 144517 | None | code238 | KSRB13-6.3-: Providing and fixing in position brass gate valve with C.I wheel of approved quality (screwed end) 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification (P.No.41, I.No.2.79.1, vol-5 of SR 2023-24) | No | 396.9 | 396.9 | 15.0 | False | None | None | False | None | False | 5953.5 | 0 | 3806022 | 144517 | None | code239 | EX P Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes of 100 mm dia , having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete. (External work) (P.No.123, I.No.13.33.9 vol-2 of SR 2023-24 ) | m | 2650.2 | 2650.2 | 150.0 | False | None | None | False | None | False | 397530.0 | 0 | 3806023 | 144517 | None | code240 | Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes of 65 mm dia conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete. (External work) (P.No.123, I.No.13.33.7 vol-2 of SR 2023-24 ) | m | 1470.0 | 1470.0 | 120.0 | False | None | None | False | None | False | 176400.0 | 0 | 3806024 | 144517 | None | code241 | Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes of 50.00 mm dia conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete. (External work) (P.No.123, I.No.13.33.6 , vil-2 of SR 2023-24) | m | 757.05 | 757.05 | 175.0 | False | None | None | False | None | False | 132483.75 | 0 | 3806025 | 144517 | None | code242 | Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes of 40 mm dia conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete. (External work) (P.No.123, I.No.13.33.5 , vol-2 of SR 2023-24) | m | 500.85 | 500.85 | 100.0 | False | None | None | False | None | False | 50085.0 | 0 | 3806026 | 144517 | None | code243 | Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes of 32 mm dia conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete. (External work) (P.No.122, I.No.13.33.4, vol-2 of SR 2023-24 ) | m | 390.6 | 390.6 | 150.0 | False | None | None | False | None | False | 58590.0 | 0 | 3806027 | 144517 | None | code244 | Providing & fixing Chorinated Poly Venyl Chloride (CPVC) pipes of 25 mm dia conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step solvent cement, trenching, refilling and testing of joints complete. (External work) (P.No.122, I.No.13.33.3 , vol-2 of SR 2023-24 ) | m | 310.8 | 310.8 | 120.0 | False | None | None | False | None | False | 37296.0 | 0 | 3806028 | 144517 | None | code245 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :-32mm (P.No.117, I.No.13.4.2 , vol-2 of SR 2023-24 ) | No | 627.9 | 627.9 | 20.0 | False | None | None | False | None | False | 12558.0 | 0 | 3806029 | 144517 | None | code246 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :-50mm (P.No.117, I.No.13.4.4 , vol-2 of SR 2023-24 ) | No | 897.75 | 897.75 | 20.0 | False | None | None | False | None | False | 17955.0 | 0 | 3806030 | 144517 | None | code247 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :-65mm (P.No.117, SI.No.13.4.5 , vol-2 of SR 2023-24 ) | No | 1481.55 | 1481.55 | 20.0 | False | None | None | False | None | False | 29631.0 | 0 | 3806031 | 144517 | None | code248 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :-80mm (P.No.117, I.No.13.4.6 , vol-2 of SR 2023-24 ) | No | 2180.85 | 2180.85 | 10.0 | False | None | None | False | None | False | 21808.5 | 0 | 3806032 | 144517 | None | code249 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN 4, 75mm dia.(P.No.114, I.No10.2.1, vol -5 of SR 2023-24) | m | 227.85 | 227.85 | 120.0 | False | None | None | False | None | False | 27342.0 | 0 | 3806033 | 144517 | None | code250 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN 4, 110mm dia. (P.No.114, I.No10.2.2, vol -5 of SR 2023-24) | m | 302.4 | 302.4 | 120.0 | False | None | None | False | None | False | 36288.0 | 0 | 3806034 | 144517 | None | code251 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:(P.No.114, I.No10.2.4, 10.2.5 & 10.2.6 vol -5 of PW, P& IWTD SR 2023-24) do with 160mm dia Pipe | m | 604.8 | 604.8 | 35.0 | False | None | None | False | None | False | 21168.0 | 0 | 3806035 | 144517 | None | code252 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:(P.No.114, I.No10.2.4, 10.2.5 & 10.2.6 vol -5 of PW, P& IWTD SR 2023-24) do with 200mm dia Pipe | m | 872.55 | 872.55 | 25.0 | False | None | None | False | None | False | 21813.75 | 0 | 3806036 | 144517 | None | code253 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:(P.No.114, I.No10.2.4, 10.2.5 & 10.2.6 vol -5 of PW, P& IWTD SR 2023-24) do with 250mm dia Pipe | m | 1337.7 | 1337.7 | 25.0 | False | None | None | False | None | False | 33442.5 | 0 | 3806037 | 144517 | None | code254 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 (P.No.10, I.No.1.17.1-(Vol-1) of SR 2023-24) | Cum | 275.1 | 275.1 | 12.15 | False | None | None | False | None | False | 3342.465 | 0 | 3806038 | 144517 | None | code255 | 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 (P.No.190, I.No. 16.10 of SR 2023-24) (vol-5) | No | 4447.8 | 4447.8 | 5.0 | False | None | None | False | None | False | 22239.0 | 0 | 3806039 | 144517 | None | code256 | 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. (P.No.190, I.No. 16.9 of SR 2023-24) (vol-5) | No | 5726.7 | 5726.7 | 5.0 | False | None | None | False | None | False | 28633.5 | 0 | 3806040 | 144517 | None | code257 | 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.. (P.No.191, I.No. 16.10 of SR 2023-24) (vol-5) | No | 4447.8 | 4447.8 | 3.0 | False | None | None | False | None | False | 13343.4 | 0 | 3806041 | 144517 | None | code258 | Providing and fixing Pressure relief valve suitable for 40 mm dia pipe at 7th floor to reduce pressure due to head , including cost of all accessories ,labour charges etc. complete as directed by engineer in charge. Market Rate Approved rate from MDRS Gangavathi | No | 12600.0 | 12600.0 | 5.0 | False | None | None | False | None | False | 63000.0 | 0 | 3806042 | 144517 | None | code259 | Point wiring using Copper wire without switch. 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 up to 3Mtr from tapping point to out let via switch | No | 282.45 | 282.45 | 10.0 | False | None | None | False | None | False | 2824.5 | 0 | 3806043 | 144517 | None | code260 | Point wiring using Copper wire without switch. 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 up to 6Mtr from tapping point to out let via switch | No | 397.95 | 397.95 | 250.0 | False | None | None | False | None | False | 99487.5 | 0 | 3806044 | 144517 | None | code261 | Point wiring using Copper wire without switch. 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 up to 10Mtr from tapping point to out let via switch | No | 582.75 | 582.75 | 120.0 | False | None | None | False | None | False | 69930.0 | 0 | 3806045 | 144517 | None | code262 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each
outlet. Two outlet in a row, above 3Mtr up to 6Mtr from tapping point to out let via switches | No | 710.85 | 710.85 | 30.0 | False | None | None | False | None | False | 21325.5 | 0 | 3806046 | 144517 | None | code263 | Point wiring using Copper wire without switch. 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. Three outlet in a row, above 6Mts up to 10Mtr from tapping point to out let via switches | No | 1038.45 | 1038.45 | 15.0 | False | None | None | False | None | False | 15576.75 | 0 | 3806047 | 144517 | None | code264 | 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 1-2Way | No | 144.9 | 144.9 | 120.0 | False | None | None | False | None | False | 17388.0 | 0 | 3806048 | 144517 | None | code265 | 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 3Way | No | 166.95 | 166.95 | 500.0 | False | None | None | False | None | False | 83475.0 | 0 | 3806049 | 144517 | None | code266 | 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 4-5Way | No | 185.85 | 185.85 | 6.0 | False | None | None | False | None | False | 1115.1 | 0 | 3806050 | 144517 | None | code267 | 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 6Way | No | 231.0 | 231.0 | 6.0 | False | None | None | False | None | False | 1386.0 | 0 | 3806051 | 144517 | None | code268 | 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 | No | 274.05 | 274.05 | 90.0 | False | None | None | False | None | False | 24664.5 | 0 | 3806052 | 144517 | None | code269 | 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 10-12Way | No | 334.95 | 334.95 | 10.0 | False | None | None | False | None | False | 3349.5 | 0 | 3806053 | 144517 | None | code270 | 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 | No | 143.85 | 143.85 | 150.0 | False | None | None | False | None | False | 21577.5 | 0 | 3806054 | 144517 | None | code271 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3 Module | No | 169.05 | 169.05 | 500.0 | False | None | None | False | None | False | 84525.0 | 0 | 3806055 | 144517 | None | code272 | 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 | No | 183.75 | 183.75 | 6.0 | False | None | None | False | None | False | 1102.5 | 0 | 3806056 | 144517 | None | code273 | 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 | No | 245.7 | 245.7 | 6.0 | False | None | None | False | None | False | 1474.2 | 0 | 3806057 | 144517 | None | code274 | 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 | No | 298.2 | 298.2 | 90.0 | False | None | None | False | None | False | 26838.0 | 0 | 3806058 | 144517 | None | code275 | 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 | No | 361.2 | 361.2 | 15.0 | False | None | None | False | None | False | 5418.0 | 0 | 3806059 | 144517 | None | code276 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch | No | 107.1 | 107.1 | 700.0 | False | None | None | False | None | False | 74970.0 | 0 | 3806060 | 144517 | None | code277 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch | No | 174.3 | 174.3 | 10.0 | False | None | None | False | None | False | 1743.0 | 0 | 3806061 | 144517 | None | code278 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket | No | 179.55 | 179.55 | 430.0 | False | None | None | False | None | False | 77206.5 | 0 | 3806062 | 144517 | None | code279 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. | No | 374.85 | 374.85 | 120.0 | False | None | None | False | None | False | 44982.0 | 0 | 3806063 | 144517 | None | code280 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch | No | 342.3 | 342.3 | 5.0 | False | None | None | False | None | False | 1711.5 | 0 | 3806064 | 144517 | None | code281 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket | No | 247.8 | 247.8 | 55.0 | False | None | None | False | None | False | 13629.0 | 0 | 3806065 | 144517 | None | code282 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16Amps one way switch | No | 189.0 | 189.0 | 55.0 | False | None | None | False | None | False | 10395.0 | 0 | 3806066 | 144517 | None | code283 | Supplyin and Fixing Metal Fan Box with Round Hook. | No | 122.85 | 122.85 | 120.0 | False | None | None | False | None | False | 14742.0 | 0 | 3806067 | 144517 | None | code284 | Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB).The entire plug and socket shall be mounted in a thermoplastic I powder coated metal box & wired Completely. SP & N 20Amps | No | 1019.55 | 1019.55 | 6.0 | False | None | None | False | None | False | 6117.3 | 0 | 3806068 | 144517 | None | code285 | Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB).The entire plug and socket shall be mounted in a thermoplastic I powder coated metal box & wired Completely. TP & N 30Amps | No | 1785.0 | 1785.0 | 3.0 | False | None | None | False | None | False | 5355.0 | 0 | 3806069 | 144517 | None | code286 | Supplying heavy gauge PVC conduit pipe …….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. 19/20mm dia 2mm thick | m | 69.3 | 69.3 | 3000.0 | False | None | None | False | None | False | 207900.0 | 0 | 3806070 | 144517 | None | code287 | Supplying heavy gauge PVC conduit pipe …….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. 25mm dia 2mm thick | m | 81.9 | 81.9 | 878.0 | False | None | None | False | None | False | 71908.2 | 0 | 3806071 | 144517 | None | code288 | Supplying heavy gauge PVC conduit pipe …….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. 32mm dia 2.5mm thick | m | 108.15 | 108.15 | 50.0 | False | None | None | False | None | False | 5407.5 | 0 | 3806072 | 144517 | None | code289 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick | m | 71.4 | 71.4 | 2000.0 | False | None | None | False | None | False | 142800.0 | 0 | 3806073 | 144517 | None | code290 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick | m | 82.95 | 82.95 | 1500.0 | False | None | None | False | None | False | 124425.0 | 0 | 3806074 | 144517 | None | code291 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 32mm dia 2.5mm thick | m | 103.95 | 103.95 | 60.0 | False | None | None | False | None | False | 6237.0 | 0 | 3806075 | 144517 | None | code292 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.200 x 200 x 65 mm | No | 365.4 | 365.4 | 2.0 | False | None | None | False | None | False | 730.8 | 0 | 3806076 | 144517 | None | code293 | Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box | No | 58.8 | 58.8 | 250.0 | False | None | None | False | None | False | 14700.0 | 0 | 3806077 | 144517 | None | code294 | Supplying and fixing PVC/metal conduit Deep junction box 32 mm deep Junction box | No | 64.05 | 64.05 | 100.0 | False | None | None | False | None | False | 6405.0 | 0 | 3806078 | 144517 | None | code295 | 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 300mm using NF screws and on either end of thepi pe terminated completely 20mm | m | 19.95 | 19.95 | 30.0 | False | None | None | False | None | False | 598.5 | 0 | 3806079 | 144517 | None | code296 | 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 300mm using NF screws and on either end of thepi pe terminated completely 25mm | m | 23.1 | 23.1 | 30.0 | False | None | None | False | None | False | 693.0 | 0 | 3806080 | 144517 | None | code297 | 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 300mm using NF screws and on either end of thepi pe terminated completely 32mm | m | 30.45 | 30.45 | 20.0 | False | None | None | False | None | False | 609.0 | 0 | 3806081 | 144517 | None | code298 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 -4C x 6 mm2 | m | 344.4 | 344.4 | 500.0 | False | None | None | False | None | False | 172200.0 | 0 | 3806082 | 144517 | None | code299 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 1.5 sqmm | m | 27.3 | 27.3 | 4000.0 | False | None | None | False | None | False | 109200.0 | 0 | 3806083 | 144517 | None | code300 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 2.5 sqmm | m | 44.1 | 44.1 | 9500.0 | False | None | None | False | None | False | 418950.0 | 0 | 3806084 | 144517 | None | code301 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 4 sqmm | m | 66.15 | 66.15 | 1500.0 | False | None | None | False | None | False | 99225.0 | 0 | 3806085 | 144517 | None | code302 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 6 sqmm | m | 96.6 | 96.6 | 300.0 | False | None | None | False | None | False | 28980.0 | 0 | 3806086 | 144517 | None | code303 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 8 Way TP & N | No | 6395.55 | 6395.55 | 10.0 | False | None | None | False | None | False | 63955.5 | 0 | 3806087 | 144517 | None | code304 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 12 Way TP & N | No | 9171.75 | 9171.75 | 2.0 | False | None | None | False | None | False | 18343.5 | 0 | 3806088 | 144517 | None | code305 | Supplying and 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 6-32Amps SP | No | 435.75 | 435.75 | 320.0 | False | None | None | False | None | False | 139440.0 | 0 | 3806089 | 144517 | None | code306 | Supplying and 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 Amps DP | No | 775.95 | 775.95 | 30.0 | False | None | None | False | None | False | 23278.5 | 0 | 3806090 | 144517 | None | code307 | Supplying and 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 40 Amps DP | No | 1113.0 | 1113.0 | 4.0 | False | None | None | False | None | False | 4452.0 | 0 | 3806091 | 144517 | None | code308 | Supplying and 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 40Amps TPN | No | 3196.2 | 3196.2 | 10.0 | False | None | None | False | None | False | 31962.0 | 0 | 3806092 | 144517 | None | code309 | Supplying, fixing and wiring Residual current Circuit Breaker [RCCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 Amps 2 pole | No | 4490.85 | 4490.85 | 30.0 | False | None | None | False | None | False | 134725.5 | 0 | 3806093 | 144517 | None | code310 | Supplying, fixing and wiring Residual current Circuit Breaker [RCCB] 240/450V up to 300mA sensitivity on existing wood/panel board 63 Amps 4 pole | No | 5822.25 | 5822.25 | 10.0 | False | None | None | False | None | False | 58222.5 | 0 | 3806094 | 144517 | None | code311 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 4 core 25 sqmm | Km | 188836.2 | 188836.2 | 0.2 | False | None | None | False | None | False | 37767.24 | 0 | 3806095 | 144517 | None | code312 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) | Km | 391875.75 | 391875.75 | 0.2 | False | None | None | False | None | False | 78375.15 | 0 | 3806096 | 144517 | None | code313 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm | Km | 32695.95 | 32695.95 | 0.2 | False | None | None | False | None | False | 6539.19 | 0 | 3806097 | 144517 | None | code314 | GI Pipe, 100 mm Dia for drain crossing, cable raising etc., | m | 1296.75 | 1296.75 | 12.0 | False | None | None | False | None | False | 15561.0 | 0 | 3806098 | 144517 | None | code315 | Brass cable gland 32mm dia | No | 99.75 | 99.75 | 20.0 | False | None | None | False | None | False | 1995.0 | 0 | 3806099 | 144517 | None | code316 | Brass cable gland 45mm dia | No | 206.85 | 206.85 | 30.0 | False | None | None | False | None | False | 6205.5 | 0 | 3806100 | 144517 | None | code317 | Aluminium end terminal lug 10 sqmm | No | 2.1 | 2.1 | 120.0 | False | None | None | False | None | False | 252.0 | 0 | 3806101 | 144517 | None | code318 | Aluminium end terminal lug 16 sqmm | No | 2.1 | 2.1 | 120.0 | False | None | None | False | None | False | 252.0 | 0 | 3806102 | 144517 | None | code319 | Heavy Duty Copper Terminal Long Barrel 70 Sqmm Copper Terminal, Apprx Wt: 38 Gm | No | 147.0 | 147.0 | 20.0 | False | None | None | False | None | False | 2940.0 | 0 | 3806103 | 144517 | None | code320 | 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 | 4468.8 | 4468.8 | 8.0 | False | None | None | False | None | False | 35750.4 | 0 | 3806104 | 144517 | None | code321 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip | m | 86.1 | 86.1 | 50.0 | False | None | None | False | None | False | 4305.0 | 0 | 3806105 | 144517 | None | code322 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x6mm GI strip | m | 134.4 | 134.4 | 20.0 | False | None | None | False | None | False | 2688.0 | 0 | 3806106 | 144517 | None | code323 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 600x600x3mm GI Plate. | No | 918.75 | 918.75 | 4.0 | False | None | None | False | None | False | 3675.0 | 0 | 3806107 | 144517 | None | code324 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper strip | m | 598.5 | 598.5 | 50.0 | False | None | None | False | None | False | 29925.0 | 0 | 3806108 | 144517 | None | code325 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. strip 25x6mm Copper strip | m | 1155.0 | 1155.0 | 50.0 | False | None | None | False | None | False | 57750.0 | 0 | 3806109 | 144517 | None | code326 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip 600x600x3mm Copper plate | No | 7792.05 | 7792.05 | 2.0 | False | None | None | False | None | False | 15584.1 | 0 | 3806110 | 144517 | None | code327 | Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power/COB with CCT 6500 degree K, CRIless then 70%. efficacy less then100 lumen per W, 120degree beam spread, lifeless then 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp
compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF less then 0.95, power
loss shouldgrater then 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 understandard electrical condition. 10-12W | No | 1332.45 | 1332.45 | 5.0 | False | None | None | False | None | False | 6662.25 | 0 | 3806111 | 144517 | None | code328 | Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power/COB with CCT 6500 degree K, CRIless then 70%. efficacy less then100 lumen per W, 120degree beam spread, lifeless then 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp
compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF less then 0.95, power
loss shouldgrater then 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 understandard electrical condition. 15-18W | No | 1754.55 | 1754.55 | 25.0 | False | None | None | False | None | False | 43863.75 | 0 | 3806112 | 144517 | None | code329 | Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI less then 80. Power Input: 220-240V @ 50/60Hz & Power factor less then0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x2'- 9/10 w | No | 578.55 | 578.55 | 35.0 | False | None | None | False | None | False | 20249.25 | 0 | 3806113 | 144517 | None | code330 | Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI less then 80. Power Input: 220-240V @ 50/60Hz & Power factor less then0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 36/40 W | No | 1332.45 | 1332.45 | 300.0 | False | None | None | False | None | False | 399735.0 | 0 | 3806114 | 144517 | None | code331 | Supplying of recess mounting non integral type ........LED ...... W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRIless then 70%. efficacy less then100 lumen per watt, 120degree beam spread, lifeless then 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF less then 0.95, power loss should grater then 5% of lamp wattage., 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 volts. BIS Approved and Tested by NABL/ CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.LED modular down light 2'x2' - 36watt | No | 4780.65 | 4780.65 | 20.0 | False | None | None | False | None | False | 95613.0 | 0 | 3806115 | 144517 | None | code332 | Supply of 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 less then 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire less then IK08. Power Factor less then0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting 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 Efficiencyless then130lm/w, nominal CRI less then75. 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 70watts | No | 6291.6 | 6291.6 | 6.0 | False | None | None | False | None | False | 37749.6 | 0 | 3806116 | 144517 | None | code333 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm) | No | 3117.45 | 3117.45 | 40.0 | False | None | None | False | None | False | 124698.0 | 0 | 3806117 | 144517 | None | code334 | Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 56" Sweep 5 Star (1400 mm) | No | 4991.7 | 4991.7 | 120.0 | False | None | None | False | None | False | 599004.0 | 0 | 3806118 | 144517 | None | code335 | Supplying & Fixing of 70-150 Watts lamp holder 2 Pin | No | 66.15 | 66.15 | 20.0 | False | None | None | False | None | False | 1323.0 | 0 | 3806119 | 144517 | None | code336 | 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 | No | 128.1 | 128.1 | 30.0 | False | None | None | False | None | False | 3843.0 | 0 | 3806120 | 144517 | None | code337 | Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size
wooden board and wired. | No | 330.75 | 330.75 | 100.0 | False | None | None | False | None | False | 33075.0 | 0 | 3806121 | 144517 | None | code338 | Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. | No | 742.35 | 742.35 | 40.0 | False | None | None | False | None | False | 29694.0 | 0 | 3806122 | 144517 | None | code339 | Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. | No | 514.5 | 514.5 | 350.0 | False | None | None | False | None | False | 180075.0 | 0 | 3806123 | 144517 | None | code340 | Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4” dia telescopic M. S. pipe, with 2” dia 1.5m long M. S. bracket and are welded with suitable angle, using 6mm thick M. S. sheet, grip bolts & nuts, as required, suitable for 9 to 12 Mtrs. M. S. tubular pole, with necessary two coats of painting, with all other accessories. Single bracket 1.5 Mtr. Length | No | 1534.05 | 1534.05 | 6.0 | False | None | None | False | None | False | 9204.3 | 0 | 3806124 | 144517 | None | code341 | Supplying and Fixing........mm dia clampsss A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires.Using 32mm dia G.I.Pipe | No | 1359.75 | 1359.75 | 6.0 | False | None | None | False | None | False | 8158.5 | 0 | 3806125 | 144517 | None | code342 | Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. | No | 170.1 | 170.1 | 6.0 | False | None | None | False | None | False | 1020.6 | 0 | 3806126 | 144517 | None | code343 | MAIN LT PANEL Fabricating supplying and mounting MS box made out ...SWG suitable for floor I 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 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete 16SWG | Sqm | 0.45 | 0.45 | 150000.0 | False | None | None | False | None | False | 67500.0 | 0 | 3806127 | 144517 | None | code344 | Supplying .........amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenoliciFRP/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 | 2588.25 | 2588.25 | 5.0 | False | None | None | False | None | False | 12941.25 | 0 | 3806128 | 144517 | None | code345 | Supplying and fixing angle iron frame work iabricated 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 40x40x6mm | m | 320.25 | 320.25 | 20.0 | False | None | None | False | None | False | 6405.0 | 0 | 3806129 | 144517 | None | code346 | Supplying and fixing angle iron frame work iabricated 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 50x100x50x6mm C channel | m | 793.8 | 793.8 | 20.0 | False | None | None | False | None | False | 15876.0 | 0 | 3806130 | 144517 | None | code347 | Supplying and 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 6-32Amps SP | No | 435.75 | 435.75 | 5.0 | False | None | None | False | None | False | 2178.75 | 0 | 3806131 | 144517 | None | code348 | Supplying and 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 6-32Amps SP | No | 775.95 | 775.95 | 4.0 | False | None | None | False | None | False | 3103.8 | 0 | 3806132 | 144517 | None | code349 | Supplying and 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 | No | 1802.85 | 1802.85 | 12.0 | False | None | None | False | None | False | 21634.2 | 0 | 3806133 | 144517 | None | code350 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH,KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy | No | 9780.75 | 9780.75 | 1.0 | False | None | None | False | None | False | 9780.75 | 0 | 3806134 | 144517 | None | code351 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C | No | 540.75 | 540.75 | 10.0 | False | None | None | False | None | False | 5407.5 | 0 | 3806135 | 144517 | None | code352 | Supplying, fixing and wiring 50/5 to 400/5Amps 15VA burden Current Transformer. Class 0.5 accuracy with Tape Wound | No | 590.1 | 590.1 | 10.0 | False | None | None | False | None | False | 5901.0 | 0 | 3806136 | 144517 | None | code353 | Supply and fixing of fully Enclosed Automatic Transfer Switch (ATS) Pre-wired with Flexible Settings and seamless transfer between two power sources. The enclosure made of MS Power coated of necessary size. The switch comprising of EB/DG-Priority Source Selection,. Adjustable Time Delay (0.1sec to 3 hours),.Double-Break Contact System offering High Short-time Withstand (Icw),.with necessary Terminal Shrouds, Phase Barriers & Source Separator,. Protections for UV/OV, Phase Sequence, Single Phasing, Frequency variation. There should be sufficient space for cable termination. Three Phase 415 V, 125 A | No | 77527.8 | 77527.8 | 1.0 | False | None | None | False | None | False | 77527.8 | 0 | 3806137 | 144517 | None | code354 | EXTERNAL STREET LIGHTING Fabricating, supplying and erecting swaged tubular pole of height …Mtr having three sections, and providing two coats of red oxide paint and finished with two coats of enamelled paint of approved quality and colour and M.S. base plate of suitable size welded at the bottom of the pole(as per IS) and 40mm dia GI / flexible PVC pipe of 1 mtr length fitted to the heavy gauge polycarbonate control box including 5way connector of size 167x125x82mm for 7.5M pole/200x160x98mm for remaining length of pole with front opening cover, with locking arrangements and suitable capacity MCB / DP switch, The pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the pole to the ground level and the coping CC shall be up to 0.6M above ground level as per IS 2713 - 7. Erection of heavy duty pole on Footpath / median 9Mt (5Mt Hb,165.1mm dia 4.85mm thick x2M Hm, 139.7mm dia 4.50mm thick x 2M Ht,114.3mm dia 3.65mm thick) as per IS 410 SP 32 | No | 16275.0 | 16275.0 | 4.0 | False | None | None | False | None | False | 65100.0 | 0 | 3806138 | 144517 | None | code355 | Supply of 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 less then 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire less then IK08. Power Factor less then0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting 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 Efficiencyless then130lm/w, nominal CRI less then75. 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 70watts | No | 6291.6 | 6291.6 | 4.0 | False | None | None | False | None | False | 25166.4 | 0 | 3806139 | 144517 | None | code356 | Supplying and Fixing........mm dia clampsss A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires.Using 32mm dia G.I.Pipe | No | 1359.75 | 1359.75 | 4.0 | False | None | None | False | None | False | 5439.0 | 0 | 3806140 | 144517 | None | code357 | Supply of LED Bollard light fitting of ...W with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT less then 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire less then IK08. Power Factor less then0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. 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, with 2 years Warranty against any manufacturing defect working under standard electrical condition. 8W 1 Mtr Height | No | 4755.4 | 4755.4 | 4.0 | False | None | None | False | None | False | 19021.6 | 0 | 3806141 | 144517 | None | code358 | Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. | No | 170.1 | 170.1 | 4.0 | False | None | None | False | None | False | 680.4 | 0 | 3806142 | 144517 | None | code359 | Supplying and 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 Amps DP | No | 775.95 | 775.95 | 3.0 | False | None | None | False | None | False | 2327.85 | 0 | 3806143 | 144517 | None | code360 | Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. | No | 2430.75 | 2430.75 | 1.0 | False | None | None | False | None | False | 2430.75 | 0 | 3806144 | 144517 | None | code361 | Supplying and fixing of solar Lux level street light control switch single phase including suitable capacity contactor- 8KW | No | 12621.0 | 12621.0 | 1.0 | False | None | None | False | None | False | 12621.0 | 0 | 3806145 | 144517 | None | code362 | Supplying heavy gauge PVC conduit pipe …….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. 19/20mm dia 2mm thick | m | 69.3 | 69.3 | 350.0 | False | None | None | False | None | False | 24255.0 | 0 | 3806146 | 144517 | None | code363 | Supplying heavy gauge PVC conduit pipe …….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. 25mm dia 2mm thick | m | 81.9 | 81.9 | 35.0 | False | None | None | False | None | False | 2866.5 | 0 | 3806147 | 144517 | None | code364 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick | m | 71.4 | 71.4 | 45.0 | False | None | None | False | None | False | 3213.0 | 0 | 3806148 | 144517 | None | code365 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick | m | 82.95 | 82.95 | 45.0 | False | None | None | False | None | False | 3732.75 | 0 | 3806149 | 144517 | None | code366 | IP DOME CAMERAS-Supplying, installation, testing and commissioning of SITC of 1/2.8*2 Megapixel Progressive CMOS,1920x1080(2MP),2.7mm-13.5mm,F1.4,Motorized, with a min illumination of 0.05lux/F1.4[color,30IRE]0Lux/F1.4(IRon),30M IR distance, BLC/HLC/WDR(120db),min 2streams,compression should be H.265/H. 264H/MJPEG,128GB SD card,ONVIF Profiles,profile G&Q,POE camera,operating temperature of 60 degrees.All the cameras should have CE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets. | No | 20200.0 | 20200.0 | 15.0 | False | None | None | False | None | False | 303000.0 | 0 | 3806150 | 144517 | None | code367 | IP BULLET CAMERAS-Supplying, installation, testing and commissioning of SITC of 1/2.8*2 Megapixel Progressive CMOS,1920x1080(2MP),2.7mm-13.5mm,F1.4,Motorized, with a min illumination of 0.05lux/F1.4[color,30IRE]0Lux/F1.4(IRon),60M IR distance, BLC/HLC/WDR(120db),min 2streams,compression should be H.265/H. 264H/MJPEG,128GB SD card,ONVIF Profiles,profile G&Q,POE camera,operating temperature of 60 degrees.All the cameras should have CE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets. | No | 21700.0 | 21700.0 | 3.0 | False | None | None | False | None | False | 65100.0 | 0 | 3806151 | 144517 | None | code368 | Supplying and drawing UTP-CAT 6E LAN cable | m | 41.8 | 41.8 | 800.0 | False | None | None | False | None | False | 33440.0 | 0 | 3806152 | 144517 | None | code369 | Supply and Installation of 4 TB Survalance Hard Disk The rate shall include all mounting accessories complete as required | No | 14500.0 | 14500.0 | 1.0 | False | None | None | False | None | False | 14500.0 | 0 | 3806153 | 144517 | None | code370 | Supply and Installation of 16 Port L2 Managed Poe Switch The rate shall include all mounting accessories complete as required | No | 40250.0 | 40250.0 | 1.0 | False | None | None | False | None | False | 40250.0 | 0 | 3806154 | 144517 | None | code371 | Supply and Installation of I/Os | No | 125.0 | 125.0 | 50.0 | False | None | None | False | None | False | 6250.0 | 0 | 3806155 | 144517 | None | code372 | Supply and Installation of 2 Mtrs Patch Chord The rate shall include all mounting accessories complete as required | No | 225.0 | 225.0 | 10.0 | False | None | None | False | None | False | 2250.0 | 0 | 3806156 | 144517 | None | code373 | Supply and Installation of Quad Face Plate Camera Side With IOS The rate shall include all mounting accessories complete as required | No | 285.0 | 285.0 | 10.0 | False | None | None | False | None | False | 2850.0 | 0 | 3806157 | 144517 | None | code374 | Supply and Installation of 43"LED Monitor The rate shall include all mounting accessories complete as required | No | 60000.0 | 60000.0 | 1.0 | False | None | None | False | None | False | 60000.0 | 0 | 3806158 | 144517 | None | code375 | Design,supplying,erectingtestingandcommissioningof-Passenger/Bed-cum passengerhospitalliftwithspeedof1mtrpersecond,variablevoltagevariablefrequencydrive,withorwithoutmachineroomfortheavailablewellsize,operatingat415V3phase50cyclesACsupply,powdercoated/StainlessSteelcarentrancedoorsenclosureswithsuitablecolourvinylflooring,LEDcarillumination,emergencylight,intercomandfanasdesiredbytheuser,centralopening/sideopeningdoorwithorwithoutattendantoperation,7segmentdisplaybuttons,callregisterindicator,firemandrive,SShandrailsinsidecar,fulllengthinfraredcurtainincardoor,automaticrescuedevicewithbatteries,voiceannouncinginregional/internationallanguages,Braillebuttonswithoneyearwarrantyandmaintenancewithnecessaryscaffoldingandminorcivilworkslikefixingofguiderail,counterweightetc.,ThetotalproductandservicesshalladheretoIS14665/2016(withlatestamendments)part/section1to5withregardstogeneralguidelinesoffiresafetyrateddoors,MRLLbeams,pressureswitch,manualchangeoverfordoorsduringemergency,ARDof10timeswithsufficientbatterybackupandstandarddimensionsofchaircaranddooropeningsforallsizesandcapacitiesofliftsincludingfitnesscertificateanddulyobservingallothersafetynormsprescribedandadheretoCPWDspecifications,PCBNorms,NationalElectricityCode(NEC),NBC-2016,IECandKarnatakaStateLifts,EscalatorsandPassengersConveyersAct 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka. With Out Machine Room-PC Finish | Job | 1666957.37 | 1666957.37 | 1.0 | False | None | None | False | None | False | 1666957.37 | 0 | 3806159 | 144517 | None | code376 | Supply of DP Structure using RCC Pole - 9 Mtr Long, 145 Kg WL
(Including Cost of Poles) | No | 21974.4 | 21974.4 | 2.0 | False | None | None | False | None | False | 43948.8 | 0 | 3806160 | 144517 | None | code377 | Erection DP Structure using RCC Pole - 9 Mtr Long, 145 Kg WL | No | 5640.6 | 5640.6 | 2.0 | False | None | None | False | None | False | 11281.2 | 0 | 3806161 | 144517 | None | code378 | Supply& erection of 11 kV, 45 KN Polymeric Insulator | No | 195.3 | 195.3 | 12.0 | False | None | None | False | None | False | 2343.6 | 0 | 3806162 | 144517 | None | code379 | Supply of Guy Set Complete with No. 15 Strain Insulator | No | 1228.5 | 1228.5 | 3.0 | False | None | None | False | None | False | 3685.5 | 0 | 3806163 | 144517 | None | code380 | Erection of Guy Set Complete with No. 15 Strain Insulator | No | 622.65 | 622.65 | 3.0 | False | None | None | False | None | False | 1867.95 | 0 | 3806164 | 144517 | None | code381 | Supply of Spiral Earth Electrode | No | 250.95 | 250.95 | 3.0 | False | None | None | False | None | False | 752.85 | 0 | 3806165 | 144517 | None | code382 | Erection of Spiral Earth Electrode | No | 97.65 | 97.65 | 3.0 | False | None | None | False | None | False | 292.95 | 0 | 3806166 | 144517 | None | code383 | Supply& fixing of Guy concreting with Boulders, Mud and Sand | No | 262.5 | 262.5 | 3.0 | False | None | None | False | None | False | 787.5 | 0 | 3806167 | 144517 | None | code384 | Supply of Caution/Danger Board | No | 157.5 | 157.5 | 2.0 | False | None | None | False | None | False | 315.0 | 0 | 3806168 | 144517 | None | code385 | Fixing of Caution/Danger Board | No | 84.0 | 84.0 | 2.0 | False | None | None | False | None | False | 168.0 | 0 | 3806169 | 144517 | None | code386 | Supply of Anti Climbing Device (12 Mtr GI Barbed Wire | No | 93.45 | 93.45 | 3.0 | False | None | None | False | None | False | 280.35 | 0 | 3806170 | 144517 | None | code387 | Erection of Anti Climbing Device (12 Mtr GI Barbed Wire | No | 44.1 | 44.1 | 3.0 | False | None | None | False | None | False | 132.3 | 0 | 3806171 | 144517 | None | code388 | Supply and fixing of 11 kV, 400 Amps Double Break GOS | No | 22323.0 | 22323.0 | 2.0 | False | None | None | False | None | False | 44646.0 | 0 | 3806172 | 144517 | None | code389 | Fixing of 11 kV, 400 Amps Double Break GOS | No | 1274.7 | 1274.7 | 2.0 | False | None | None | False | None | False | 2549.4 | 0 | 3806173 | 144517 | None | code390 | Supply of H-Frame for mounting GOS | No | 4548.6 | 4548.6 | 2.0 | False | None | None | False | None | False | 9097.2 | 0 | 3806174 | 144517 | None | code391 | fixing of H-Frame for mounting GOS | No | 339.15 | 339.15 | 2.0 | False | None | None | False | None | False | 678.3 | 0 | 3806175 | 144517 | None | code392 | Supply of DOLO Cut Out | No | 6165.6 | 6165.6 | 2.0 | False | None | None | False | None | False | 12331.2 | 0 | 3806176 | 144517 | None | code393 | Erection of DOLO Cut Out | No | 248.85 | 248.85 | 2.0 | False | None | None | False | None | False | 497.7 | 0 | 3806177 | 144517 | None | code394 | 11KV EXTENSION Supply RCC Pole - 9 Mtr Long, 145 Kg WL as per IS- 785 | No | 7429.8 | 7429.8 | 2.0 | False | None | None | False | None | False | 14859.6 | 0 | 3806178 | 144517 | None | code395 | Erection of RCC Pole - 9 Mtr Long, 145 Kg WL as per IS- 785 | No | 1829.1 | 1829.1 | 2.0 | False | None | None | False | None | False | 3658.2 | 0 | 3806179 | 144517 | None | code396 | Supply of 11 kV, Horizontal Cross Arm with clamps, HTST
supports, bolts, nuts and washers for RCC Pole - 9 Mtr
Long, 145 Kg WL | No | 678.3 | 678.3 | 2.0 | False | None | None | False | None | False | 1356.6 | 0 | 3806180 | 144517 | None | code397 | Erection of 11 kV, Horizontal Cross Arm with clamps, HTST
supports, bolts, nuts and washers for RCC Pole - 9 Mtr
Long, 145 Kg WL | No | 285.6 | 285.6 | 2.0 | False | None | None | False | None | False | 571.2 | 0 | 3806181 | 144517 | None | code398 | Supply and fixing of 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP
Rod) | No | 215.25 | 215.25 | 6.0 | False | None | None | False | None | False | 1291.5 | 0 | 3806182 | 144517 | None | code399 | Supply and fixing of 11 kV, 45 KN Polymeric Insulator | No | 195.3 | 195.3 | 6.0 | False | None | None | False | None | False | 1171.8 | 0 | 3806183 | 144517 | None | code400 | Supply of Guy Set Complete with No. 15 Strain Insulator | No | 1228.5 | 1228.5 | 2.0 | False | None | None | False | None | False | 2457.0 | 0 | 3806184 | 144517 | None | code401 | Erection of Guy Set Complete with No. 15 Strain Insulator | No | 622.65 | 622.65 | 2.0 | False | None | None | False | None | False | 1245.3 | 0 | 3806185 | 144517 | None | code402 | Supply of Rabbit ACSR Conductor | Km | 48545.7 | 48545.7 | 1.0 | False | None | None | False | None | False | 48545.7 | 0 | 3806186 | 144517 | None | code403 | Erection of Rabbit ACSR Conductor | Km | 4579.05 | 4579.05 | 1.0 | False | None | None | False | None | False | 4579.05 | 0 | 3806187 | 144517 | None | code404 | Supply and fixing of PG Clamps for Rabbit Conductor | No | 107.1 | 107.1 | 15.0 | False | None | None | False | None | False | 1606.5 | 0 | 3806188 | 144517 | None | code405 | Supply of Spiral Earth Electrode | No | 250.95 | 250.95 | 2.0 | False | None | None | False | None | False | 501.9 | 0 | 3806189 | 144517 | None | code406 | Erection of Spiral Earth Electrode | No | 97.65 | 97.65 | 2.0 | False | None | None | False | None | False | 195.3 | 0 | 3806190 | 144517 | None | code407 | Supply of EG Stirrups with GI wire lacing | No | 289.8 | 289.8 | 2.0 | False | None | None | False | None | False | 579.6 | 0 | 3806191 | 144517 | None | code408 | Erection of EG Stirrups with GI wire lacing | No | 168.0 | 168.0 | 2.0 | False | None | None | False | None | False | 336.0 | 0 | 3806192 | 144517 | None | code409 | Guy concreting with Boulders, Mud and Sand | No | 262.5 | 262.5 | 2.0 | False | None | None | False | None | False | 525.0 | 0 | 3806193 | 144517 | None | code410 | Supply of Caution/Danger Board | No | 157.5 | 157.5 | 3.0 | False | None | None | False | None | False | 472.5 | 0 | 3806194 | 144517 | None | code411 | Erection of Caution/Danger Board | No | 84.0 | 84.0 | 3.0 | False | None | None | False | None | False | 252.0 | 0 | 3806195 | 144517 | None | code412 | Supply of Anti Climbing Device (12 Mtr GI Barbed Wire | No | 93.45 | 93.45 | 2.0 | False | None | None | False | None | False | 186.9 | 0 | 3806196 | 144517 | None | code413 | Erection of Anti Climbing Device (12 Mtr GI Barbed Wire | No | 44.1 | 44.1 | 2.0 | False | None | None | False | None | False | 88.2 | 0 | 3806197 | 144517 | None | code414 | Erection of 3 Phase, 11kV/433V, 63 kVA BEE 4/5 Star Rated Distribution Transformer Centre
Using DPTS Using PSCC Pole - 9 Mtr Long, 300 Kg WL supplying of DP Transformer Structure using PSCC Pole - 9 Mtr Long, 300 Kg WL (Including Cost of Poles) | No | 29051.4 | 29051.4 | 1.0 | False | None | None | False | None | False | 29051.4 | 0 | 3806198 | 144517 | None | code415 | supplying & fixing of 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP Rod) | No | 215.25 | 215.25 | 3.0 | False | None | None | False | None | False | 645.75 | 0 | 3806199 | 144517 | None | code416 | supplying & fixing of 11 kV, 45 KN Polymeric Insulator | No | 195.3 | 195.3 | 3.0 | False | None | None | False | None | False | 585.9 | 0 | 3806200 | 144517 | None | code417 | Supplying of Guy Set Complete with No. 15 Strain Insulator | No | 1228.5 | 1228.5 | 4.0 | False | None | None | False | None | False | 4914.0 | 0 | 3806201 | 144517 | None | code418 | Supplying of 11 kV/433V, 63 kVA, 3 Phase, 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil | No | 191672.25 | 191672.25 | 1.0 | False | None | None | False | None | False | 191672.25 | 0 | 3806202 | 144517 | None | code419 | Supplying of Earthing materials pipe type for grounding (Single Electrode with accessories) | No | 1815.45 | 1815.45 | 3.0 | False | None | None | False | None | False | 5446.35 | 0 | 3806203 | 144517 | None | code420 | Supplying of Caution/Danger Board | No | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | 3806204 | 144517 | None | code421 | supplying of Anti Climbing Device (12 Mtr GI Barbed Wire) | No | 93.45 | 93.45 | 2.0 | False | None | None | False | None | False | 186.9 | 0 | 3806205 | 144517 | None | code422 | Supplying & fixing of GI Wire 8 SWG | Kg | 78.79 | 78.79 | 5.0 | False | None | None | False | None | False | 393.95 | 0 | 3806206 | 144517 | None | code423 | Supplying & fixing of Guy wire 7/10 SWG | Kg | 81.09 | 81.09 | 10.0 | False | None | None | False | None | False | 810.9 | 0 | 3806207 | 144517 | None | code424 | Supplying & fixing of 11 kV Lightning Arrester, Metal Oxide 10 kV, 5 kA, Polymeric type with ground disconnector | No | 4989.6 | 4989.6 | 1.0 | False | None | None | False | None | False | 4989.6 | 0 | 3806208 | 144517 | None | code425 | a) Supplying of LT Protection Kit for 63 kVA | No | 2124.15 | 2124.15 | 2.0 | False | None | None | False | None | False | 4248.3 | 0 | 3806209 | 144517 | None | code426 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT i) Al Lead Wire - 95 Sqmm | m | 116.85 | 116.85 | 40.0 | False | None | None | False | None | False | 4674.0 | 0 | 3806210 | 144517 | None | code427 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT ii) Heavy Duty Long Barrel Copper Lug - 95 Sqmm | No | 135.45 | 135.45 | 4.0 | False | None | None | False | None | False | 541.8 | 0 | 3806211 | 144517 | None | code428 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT iii) PG Clamp - Rabbit to 95 Sqmm | No | 147.0 | 147.0 | 4.0 | False | None | None | False | None | False | 588.0 | 0 | 3806212 | 144517 | None | code429 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT iv) Spacer for DTC Wiring | No | 44.1 | 44.1 | 8.0 | False | None | None | False | None | False | 352.8 | 0 | 3806213 | 144517 | None | code430 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) | No | 277.2 | 277.2 | 2.0 | False | None | None | False | None | False | 554.4 | 0 | 3806214 | 144517 | None | code431 | c) LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS -39) | No | 5905.2 | 5905.2 | 1.0 | False | None | None | False | None | False | 5905.2 | 0 | 3806215 | 144517 | None | code432 | d) LT Electronic Tri-Vector Meter 5 Amps, - 0.5/1.0 Accuracy Class | No | 3565.8 | 3565.8 | 1.0 | False | None | None | False | None | False | 3565.8 | 0 | 3806216 | 144517 | None | code433 | Supplying of 11 kV, Solid Core Type HG Fuse Unit | No | 1122.45 | 1122.45 | 1.0 | False | None | None | False | None | False | 1122.45 | 0 | 3806217 | 144517 | None | code434 | suppying of 11 kV, 200 Amps, Single Break GOS | No | 9922.5 | 9922.5 | 1.0 | False | None | None | False | None | False | 9922.5 | 0 | 3806218 | 144517 | None | code435 | Fixing of DP Transformer Structure using PSCC Pole - 9 Mtr Long, 300 Kg WL (Including Cost of Poles) | No | 7332.15 | 7332.15 | 1.0 | False | None | None | False | None | False | 7332.15 | 0 | 3806219 | 144517 | None | code436 | Fixing of Guy Set Complete with No. 15 Strain Insulator | No | 622.65 | 622.65 | 4.0 | False | None | None | False | None | False | 2490.6 | 0 | 3806220 | 144517 | None | code437 | Fixing of 11 kV/433V, 63 kVA, 3 Phase, 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil | No | 1252.65 | 1252.65 | 1.0 | False | None | None | False | None | False | 1252.65 | 0 | 3806221 | 144517 | None | code438 | Fixing of Earthing materials pipe type for grounding (Single Electrode with accessories) | No | 996.45 | 996.45 | 3.0 | False | None | None | False | None | False | 2989.35 | 0 | 3806222 | 144517 | None | code439 | Fixing of Caution/Danger Board | No | 84.0 | 84.0 | 1.0 | False | None | None | False | None | False | 84.0 | 0 | 3806223 | 144517 | None | code440 | Fixing Anti Climbing Device (12 Mtr GI Barbed Wire) | No | 44.1 | 44.1 | 2.0 | False | None | None | False | None | False | 88.2 | 0 | 3806224 | 144517 | None | code441 | Fixing of Guy concreting with Boulders, Mud and Sand | No | 262.5 | 262.5 | 4.0 | False | None | None | False | None | False | 1050.0 | 0 | 3806225 | 144517 | None | code442 | a) Fixing of LT Protection Kit for 63 kVA | No | 373.8 | 373.8 | 2.0 | False | None | None | False | None | False | 747.6 | 0 | 3806226 | 144517 | None | code443 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT i) Al Lead Wire - 95 Sqmm ii) Heavy Duty Long Barrel Copper Lug - 95 Sqmm iii) PG Clamp - Rabbit to 95 Sqmm iv) Spacer for DTC Wiring v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) | No | 996.45 | 996.45 | 1.0 | False | None | None | False | None | False | 996.45 | 0 | 3806227 | 144517 | None | code444 | c) fixing of LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS -39) | No | 908.25 | 908.25 | 1.0 | False | None | None | False | None | False | 908.25 | 0 | 3806228 | 144517 | None | code445 | d) fixing of LT Electronic Tri-Vector Meter 5 Amps, - 0.5/1.0 Accuracy Class | No | 504.0 | 504.0 | 1.0 | False | None | None | False | None | False | 504.0 | 0 | 3806229 | 144517 | None | code446 | fixing of 11 kV, Solid Core Type HG Fuse Unit | No | 248.85 | 248.85 | 1.0 | False | None | None | False | None | False | 248.85 | 0 | 3806230 | 144517 | None | code447 | Fixing of 11 kV, 200 Amps, Single Break GOS | No | 1159.2 | 1159.2 | 1.0 | False | None | None | False | None | False | 1159.2 | 0 | 3806231 | 144517 | None | code448 | SUMP TANK EARTH WORK 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 Page No. 8,Sl. No.1.14 | Cum | 107.1 | 107.1 | 56.0 | False | None | None | False | None | False | 5997.6 | 0 | 3806232 | 144517 | None | code449 | PCC BED Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates Sl.No 2.1.2, Page No.15 | Cum | 5947.2 | 5947.2 | 4.0 | False | None | None | False | None | False | 23788.8 | 0 | 3806233 | 144517 | None | code450 | EARTH FILLING 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. SL.No 1.9, Page No.7 | Cum | 279.3 | 279.3 | 3.69 | False | None | None | False | None | False | 1030.617 | 0 | 3806234 | 144517 | None | code451 | 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 (RATE INCLUDING CENTERING 8% ON CONCRETE ITEM) SR -23-24 | Cum | 7185.02 | 7185.02 | 4.85 | False | None | None | False | None | False | 34847.347 | 0 | 3806235 | 144517 | None | code452 | RCC Work 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)--M25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates (RATE INCLUDING CENTERING 20% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16
Volume-I | Cum | 7903.67 | 7903.67 | 8.09 | False | None | None | False | None | False | 63940.6903 | 0 | 3806236 | 144517 | None | code453 | 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 RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) | Cum | 10777.73 | 10777.73 | 4.85 | False | None | None | False | None | False | 52271.9905 | 0 | 3806237 | 144517 | None | code454 | PLASTERING 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. Sl. No. 8.9, Page No.42 Volume-II | Sqm | 404.25 | 404.25 | 88.0 | False | None | None | False | None | False | 35574.0 | 0 | 3806238 | 144517 | None | code455 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II | Sqm | 67.2 | 67.2 | 88.0 | False | None | None | False | None | False | 5913.6 | 0 | 3806239 | 144517 | None | code456 | KSRB 12-6.2: Providing 20mm round M.S. footrest and fixing in manhole with M 10 cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications. Specification (Page No. 75, Sl. No. 11.45) | No | 283.5 | 283.5 | 10.0 | False | None | None | False | None | False | 2835.0 | 0 | 3806240 | 144517 | None | code457 | STEEL Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) Sl. No. 2.11 a, Page No.18
Volume-I | Kg | 82961.55 | 82961.55 | 3.84 | False | None | None | False | None | False | 318572.352 | 0 | 3806241 | 144517 | None | code458 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological
formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to
seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped,
probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is
allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 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. etc. complete V0L-V SL No 12.4 V-5 PG:140 | No | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | 3806242 | 144517 | None | code459 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap
with ncessary cutting, threading and welding including transportatioNof rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: VOL-V SL No 12.2. V-5 PG:139 up to 50mtr 12.2.1 | m | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | 3806243 | 144517 | None | code460 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap
with ncessary cutting, threading and welding including transportatioNof rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: VOL-V SL No 12.2. V-5 PG:139 up to 50 to 100 mtr 12.2.2 | m | 406.35 | 406.35 | 50.0 | False | None | None | False | None | False | 20317.5 | 0 | 3806244 | 144517 | None | code461 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap
with ncessary cutting, threading and welding including transportatioNof rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: VOL-V SL No 12.2. V-5 PG:139 up to 100 to 150 mtr 12.2.3 | m | 432.6 | 432.6 | 50.0 | False | None | None | False | None | False | 21630.0 | 0 | 3806245 | 144517 | None | code462 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap
with ncessary cutting, threading and welding including transportatioNof rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: VOL-V SL No 12.2. V-5 PG:139 up to 150 to 200mtr 12.2.4 | m | 501.9 | 501.9 | 50.0 | False | None | None | False | None | False | 25095.0 | 0 | 3806246 | 144517 | None | code463 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with
all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the
required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 140mm dia., 6 kg/sqcm & class 3 VOL-V SL No 10.1.8 pg 113 V-5 140 mm dia casing pipes | m | 613.2 | 613.2 | 180.0 | False | None | None | False | None | False | 110376.0 | 0 | 3806247 | 144517 | None | code464 | 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. 7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" (VOL-V) SL No 13.15.7 V-6 PG: 152 | No | 42850.5 | 42850.5 | 1.0 | False | None | None | False | None | False | 42850.5 | 0 | 3806248 | 144517 | None | code465 | Supplyinganddrawing3coreflatPVCsheathedsubmersiblepumpcablemanufacturedwithelectrolyticgradecopperwithflexiblecopperwithlowresistanceconductorconfirmingto13:8130 1984andvirgingradePVCinsulationandpowdercoatingextrudedPVCsheathedsuitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 4 mm2 SL No: 2.6.2 V-6 PG: 7 | m | 176.4 | 176.4 | 330.0 | False | None | None | False | None | False | 58212.0 | 0 | 3806249 | 144517 | None | code466 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends
confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 50 mm dia GM (Copper alloy) Gate valves VOL-V ) 50 mm Size = 1No SL No: 11.15.6 pg 133 V-5 | No | 1772.4 | 1772.4 | 1.0 | False | None | None | False | None | False | 1772.4 | 0 | 3806250 | 144517 | None | code467 | Supply and delivery at site of brand new best make non-return valve as
per IS 778/1984 with ISI Mark and as per its latest amendments (IT NO 28.1 PG NO 162 ) VOL-V 50 mm Size = 1No SL No: 13.25.1 pg 154 V-5 | No | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | 3806251 | 144517 | None | code468 | 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
e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter (6 to 15 HP pumps) IT NO 30.2 & PG NO-162 VOL-V SL No: 13.24.3 pg 155 V-5 | No | 18375.0 | 18375.0 | 1.0 | False | None | None | False | None | False | 18375.0 | 0 | 3806252 | 144517 | None | code469 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. ( IT NO 38 & PG NO-163 ,VOL-V) SL No: 13.32 pg 156 V-5 | No | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | 3806253 | 144517 | None | code470 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 7.5 HP, size 100x100 Head 195M, Discharge 1200 LPM SL No:13.40.6 PG: 157 V-5 | No | 32046.0 | 32046.0 | 1.0 | False | None | None | False | None | False | 32046.0 | 0 | 3806254 | 144517 | None | code471 | Waste water Treatment by Bio Sewage Treatment Plant (Bio STP)
onsite construction [25 KLD and 50 KLD ]:
Providing, installation and commissioning of anaerobic Bio Sewage
Treatment Plant (Bio STP) for black water with all necessary accessories
such as pre- filter, pipes for the onsite constructed ABD tank as per the
prescribed specification, according to the capacity, with a baffle wall to
control the flow of water and to increase the retention time in the RCC
ABD Tank. It includes an internal matrix for enhanced growth of bacteria,
rising and falling pipes. For grey water, pre - filter, oil skimmer is provided
along with an aerator. Post filter such as sand and carbon filter are also
included as per the enclosed detailed technical specification attached
as Annexure-2, including cost of material, loading and unloading and
as directed by the engineer in charge etc., complete, including annual
maintenance of the system for 5 years.
Note:
1. Above rates mentioned are for the preparation of estimate purpose
only. All items are of ISI standards.
2. After commissioning of plant necessary testing to be done for the
3. Satisfaction of the Engineer in charge.
4. Design drawing of the system suitable for erection 50 KLD is given in
figure for reference. Page No. 251 ,Sl. No-22.2.1 B. VOL-5 STP ( 25 KLD) | No | 1359750.0 | 1359750.0 | 1.0 | False | None | None | False | None | False | 1359750.0 | 0 |
|