book1

04/07/2023,Shell Core Boq 1 of 35

SUBJECT: BOQ FOR SHELL & CORE WORKS FOR A-I BLOCKS - Date: 23.05.12

Item no Description of Item Unit (L+M) Rate OH % Amount in Rs. Remarks

SALEABLE AREA IN SFT 162235 1297880C1 FOR FOUNDATIONS EXCAVATION

C1.1

C1.1.1 Earth Work Excavation For Footings Cum 5690.63 45,525.03 96.00 25% 120.00 5,463,003.21 C1.1.2 Earth Work Excavation For Retaining Wall Cum 96.00 25% 120.00 -

C1.2 Cum R/O R/O 110.00 25% 137.50 -

C1.3 Cum 0.00 - 247.00 25% 308.75 -

NAME OF THE WORK: PROPOSED CONSTRUCTION OF RESIDENTIAL APARTMENTS "APARNA SAROVAR GRANDE " AT NALLAGANDLA, HYDERABAD.

Block -I Quantity

All Blocks Qty B to I

Estimated Rate in Rs.

Excavation in all types of soil including dense soil, disintegrated/ weathered/ soft rock for footings of columns, Retaining walls, Core walls, catchpits, Lift pits, trenches for drains, etc., by mechanical means (Using JCB, Poclain etc.) including manual excavation for levelling, dressing the edges, with all leads and lifts including back filling in layers of 150mm with watering and compaction. De-watering of both ground and surface water, removal of slurry generated while excavation and keeping the area free of water with necessary shoring, strutting, required for keeping earth in position etc., (Tenderer to mention the de-watering system proposed by him using pumps of required Horse power) Rate to include disposing the excess earth and spreading in layers to the required levels within the site wherever specified and carting away out side the site to the designated areas identified by the local authorities. Note: Authorised working space shall be considered as per IS 1200. (Provision of slopes if required for execution shall not be paid separately; depths for excavations shall be measured for formed ground level after mass excavation)

Disposing of excess earth within the dist of 7Km outside the site and levelling the same of excavated earth generated in Item no. 001 above at area designated by the Client.

Excavation in hard rock/ boulders by Controlled Blasting using explosives and trimming to required level for General excavation to the required depth as specified including disposal and levelling (dooze) within the site of 1km radius and as directed by Engineer in charge etc all complete and as detailed in specification and conforming to safety rules of authority from time to time and Explosives rules1940 or as amended. Mode of payment : The Contractor shall be paid only for the excavation as per the plan area of excavation X excavation depth.Blasting shall be carried out through licensed operator having valid blasting licence.


Item no Description of Item Unit (L+M) Rate OH % Amount in Rs. RemarksBlock -I Quantity



C1.4 Cum R/O R/O 1,633.00 25% 2041.25

C1.5

C1.5.1 With excavated earth stored and available at site Cum 4177.81 33,422.46 60.00 25% 75.00 2,506,684.58 C1.5.2 With approved quality earth brought from outside. Cum R/O R/O 25% - - C1.5.3 Approved quality river sand Cum R/O R/O 25% - -

C1.6 Sqm R/O R/O R/O

C1.7 Sqm 3564.30 28,514.40 50.00 25% 62.50 1,782,150.00

Excavation in hard rock / boulders by chieseling and trimming (with out blasting) to required level and depth as specified for General excavation to the required depth as specified including disposal and levelling (dooze) within the site of 1km radius and as directed by Engineer in charge etc all complete and as detailed in specification and conforming to safety rules of authority from time to time and Explosives rules1940 or as amended. Mode of payment : The Contractor shall be paid only for the excavation as per the plan area of excavation X excavation depth.

Filling the area wherever specified with approved good quality filling materials in plinths, area development etc. wherever specified in layers of not exceeding 150 mm thick including breaking clods, storing, transportation ,double handling, watering, compacting each layer with vibratory compactor and at inaccessible places with wooden/steel rammers to achieve 95% proctor density at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling; cost shall include conveyance of all materials, labour, machinery etc. complete as directed.The rate to includes loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc., complete.

Providing and laying in position 150mm thick soling with sand cushion of 50mm thick including the cost of sand cushion, Base preparation by Mechanical compaction, using granite hand broken metal/ Rubble and smaller pebbles for void filling, moorum for binding as directed by the Engineer-in-charge including watering, packing, compaction etc.,

Providing Anti termite treatment in accordance with stipulations laid down by IS 6313 - part II by approved agency with min of 10 years of guarantee including the cost of chemical, precautionary measures etc.complete as specified by consultants (treatment for floor is not required and agency shall be approved by consultants / project managers)





C1.8 R/O R/O -

C1.9 Cum R/O R/O 90.00 25% 112.50 -

C1 Total For Foundation Excavation Works….. 9751837.79

C2 PLAIN & REINFORCED CEMENT CONCRETE WORKS

C2.1 Cum R/O R/O 2,497.00 25% 3,121.25 -

C2.2

C2.2.1 PODIUMC2.2.1.1 Footing Cum 52.88 423.04 2,655.00 25% 3,318.75 1,403,950.73 C2.2.1.2 Below Plinth Beams Cum 40.36 322.88 2,655.00 25% 3,318.75 1,071,552.29 C2.2.1.3 Below Grade Slab Cum 275.26 2,202.11 2,655.00 25% 3,318.75 7,308,252.56 C2.2.1.4 For Retaining Wall Cum 2,655.00 25% 3,318.75 -

C2.2.2 TOWERC2.2.2.1 Footings Cum 79.96 639.66 2,655.00 25% 3,318.75 2,122,876.20 C2.2.2.2 Lift Pits Cum 7.69 61.51 2,655.00 25% 3,318.75 204,123.04 C2.2.2.3 Below Plinth Beams Cum 11.43 91.48 2,655.00 25% 3,318.75 303,589.96 C2.2.2.4 Below Grade Slab Cum 83.60 668.80 2,655.00 25% 3,318.75 2,219,564.07

Fixing / operating / maintaining suitable rated capacity pump for dewatering the ground water encountered during excavation. Please note that the rate quoted should include transporting to & fro of the pump to any where it is required and its accessories, hiring charges of the pump, cost of operator, fuel and other consumables/power etc and all other incidental expenses . Water to be drained to the nearest drain in the vicinity for which no additional charges are payable. The contractor to visit the site, study the topography and should indicate in his quote the methodology of dewatering proposal indicating the horse power rate, pumping capacity and method of disposing pumped water to the nearest drain. The pump used should atleast operate at 90% efficiency for the respective head of water.

HP Hour

Same as EXV - 1 & 2 but for slush soil including carting away from the site and disposing it at locations approved by local authorities. The measurement shall be on Sqm basis with depth of slush varying upto 6"

Providing and laying Plum concrete 1: 5: 10. wherever specified using river sand, 40mm and down size metal and boulders of 150mm (proportion 60: 40 for concrete : boulder) including sub grade preparation, leveling, all leads and lifts, rough finishing at the top surface, curing, and shuttering if necessary etc., complete.

Providing and laying P.C.C. 1:4:8 of specified thickness wherever specified using river sand, 40mm and down size metal including sub-grade preparation, levelling, all leads and lifts, rough finishing at the top surface, curing, and shuttering if necessary etc.,





C2.3 Cum R/O R/O 2,949.00 25% 3,686.25 -

C2.4 Cum R/O R/O 3,695.00 25% 4,618.75 -

C2 Total for Plain Cement Concrete Works……. 4,409.46 14,633,908.85

C3 READY MIX CONCRETE / CONTROLLED CONCRETE

C3.1

PODIUMC3.1.1 Below Plinth LevelC3.1.1.1 Cum 309.22 2,473.72 3,878.00 25% 4,847.50 11,991,374.73 C3.1.1.2 Cum 11.78 94.23 4,537.00 25% 5,671.25 534,401.89 C3.1.1.3 Cum 29.73 237.82 4,537.00 25% 5,671.25 1,348,713.99 C3.1.1.4 Cum 40.22 321.76 3,658.00 25% 4,572.50 1,471,228.70 C3.1.1.5 Cum R/O R/O 3,658.00 25% 4,572.50 - C3.1.1.6 Retaining WallC3.1.1.6.1 Cum 3,878.00 25% 4,847.50 -

C3.1..2 Above Plinth Level (Sub Cellar - 1 )C3.1..2.1 Cum 81.75 653.99 4,537.00 25% 5,671.25 3,708,963.47 C3.1..2.2 Cum 137.52 1,100.17 3,658.00 25% 4,572.50 5,030,504.65 C3.1..2.3 Cum 744.17 5,953.33 3,658.00 25% 4,572.50 27,221,578.85

C3.1.3 Cellar Floor C3.1.3.1 Cum 81.75 653.99 4,537.00 25% 5,671.25 3,708,963.47 C3.1.3.2 Cum 137.52 1,100.17 3,658.00 25% 4,572.50 5,030,504.65 C3.1.3.3 Cum 744.17 5,953.33 3,658.00 25% 4,572.50 27,221,578.85 C2.2.1.4 M20 Grade Concrete for Ramp Cum 473.76 3,658.00 25% 4,572.50 2,166,267.60

Providing and laying P.C.C. 1:3:6 of specified thickness wherever specified using river sand, 20mm and down size metal including base preparation, Compaction, levelling, all leads and lifts, curing and shuttering if necessary etc., complete.

Providing and laying PCC 1:2:4 for Cills/Coping or at places wherever specified using river sand, 20mm and downsize metal including shuttering etc., complete at all heights

Providing, batching, mixing, transporting through transit mixers, pumping and laying controlled Reinforced Cement Concrete of specified grade at all levels and heights specified below using ordinary Portland cement of grade 53 from approved manufacturer, river sand, 20mm and down size coarse aggregates, necessary admixtures approved by Consultants (elkem and Conplast SP 430SRV from Fosroc or equivalent), including all leads and lifts, pumping using line pump or boom placer, vibrating/ compaction, scaffolding wherever necessary, curing as directed, excluding cost of shuttering and reinforcement works.

M20 Grade for Footings M30 Grade for PedastalsM30 Grade for ColumnsM20 Grade for Plinth BeamsM20 Grade for Grade Slab

M20 Grade For Footings

M30 Grade for ColumnsM20 Grade for Waffle BeamsM20 Grade for Waffle Slab

M30 Grade for ColumnsM20 Grade for Waffle BeamsM20 Grade for Waffle Slab





TOWERC3.1.4 Below Plinth LevelC3.1.4.1 Cum 877.97 7,023.72 3,878.00 25% 4,847.50 34,047,493.84 C3.1.4.2 Cum 14.99 119.90 4,925.00 25% 6,156.25 738,129.45 C3.1.4.3 Cum 33.19 265.51 4,925.00 25% 6,156.25 1,634,528.70 C3.1.4.4 Cum 22.79 182.32 3,658.00 25% 4,572.50 833,650.88 C3.1.4.5 Cum R/O R/O 3,658.00 25% 4,572.50 - C3.1.4.6 Cum 88.89 711.14 3,878.00 25% 4,847.50 3,447,270.54 C3.1.4.7 Cum 6.54 52.32 4,211.00 25% 5,263.75 275,399.40

C3.1.5 Above Plinth level (Sub Cellar)C3.1.5.1 Cum 91.27 730.14 4,925.00 25% 6,156.25 4,494,953.92 C3.1.2.3 Cum 14.39 115.10 4,211.00 25% 5,263.75 605,878.68 C3.1.2.4 Cum 79.21 633.69 3,658.00 25% 4,572.50 2,897,536.00 C3.1.2.5 Cum 47.71 381.69 3,658.00 25% 4,572.50 1,745,263.52 C3.1.2.6 Cum 7.06 56.46 4,118.00 25% 5,147.50 290,636.09

C3.1.6 Cellar Floor C3.1.6.1 Cum 110.63 885.02 4,925.00 25% 6,156.25 5,448,429.00 C3.1.6.2 Cum 17.44 139.52 4,211.00 25% 5,263.75 734,398.40 C3.1.6.3 Cum 79.21 633.69 3,658.00 25% 4,572.50 2,897,536.00 C3.1.6.4 Cum 47.71 381.69 3,658.00 25% 4,572.50 1,745,263.52 C3.1.6.5 Cum 7.06 56.46 4,118.00 25% 5,147.50 290,636.09

C3.1.7 Ground FloorC3.1.7.1 Cum 55.52 444.19 4,925.00 25% 6,156.25 2,734,541.24 C3.1.7.2 Cum 12.93 103.42 4,058.00 25% 5,072.50 524,593.89 C3.1.7.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.7.4 Cum 85.26 682.07 3,658.00 25% 4,572.50 3,118,783.36 C3.1.7.5 Cum 37.60 300.80 3,658.00 25% 4,572.50 1,375,421.72 C3.1.7.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50

C3.1.8 1st FloorC3.1.8.1 Cum 55.52 444.19 4,925.00 25% 6,156.25 2,734,541.24 C3.1.8.2 Cum 12.93 103.42 4,058.00 25% 5,072.50 524,593.89 C3.1.8.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.8.4 Cum 85.26 682.07 3,658.00 25% 4,572.50 3,118,783.36 C3.1.8.5 Cum 37.60 300.80 3,658.00 25% 4,572.50 1,375,421.72 C3.1.8.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50

C3.1.9 2nd FloorC3.1.9.1 Cum 55.52 444.19 4,925.00 25% 6,156.25 2,734,541.24 C3.1.9.2 Cum 12.93 103.42 4,058.00 25% 5,072.50 524,593.89

M20 Grade for Footings M40 Grade for PedastalsM40 Grade for ColumnsM20 Grade for Plinth BeamsM20 Grade for Grade Slab

M20 Grade for Lift RaftM25 Grade for Lift Walls

M40 Grade for ColumnsM25 Grade for Lift Core WallsM20 Grade for Roof SlabsM20 Grade for Roof BeamsM20 Grade for Staircases

M40 Grade for ColumnsM25 Grade for Lift Core WallsM20 Grade for Roof SlabsM20 Grade for Roof BeamsM20 Grade for Staircases

M40 Grade for ColumnsM20 Grade for Lift Core WallsM20 Grade for StaircasesM20 Grade for Roof SlabsM20 Grade for Roof Beams

M40 Grade for ColumnsM20 Grade for Lift Core WallsM20 Grade for StaircasesM20 Grade for Roof Slabs M20 Grade for Roof Beams

M40 Grade for ColumnsM20 Grade for Lift Core Walls





C3.1.9.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.9.4 Cum 85.26 682.07 3,658.00 25% 4,572.50 3,118,783.36 C3.1.9.5 Cum 37.60 300.80 3,658.00 25% 4,572.50 1,375,421.72 C3.1.9.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50

C3.1.10 3rd FloorC3.1.10.1 Cum 55.52 444.19 4,721.00 25% 5,901.25 2,621,272.93 C3.1.10.2 Cum 12.93 103.42 4,058.00 25% 5,072.50 524,593.89 C3.1.10.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.10.4 Cum 85.26 682.07 3,658.00 25% 4,572.50 3,118,783.36 C3.1.10.5 Cum 37.60 300.80 3,658.00 25% 4,572.50 1,375,421.72 C3.1.10.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50

C3.1.11 4th FloorC3.1.11.1 Cum 55.52 444.19 4,721.00 25% 5,901.25 2,621,272.93 C3.1.11.2 Cum 12.93 103.42 4,058.00 25% 5,072.50 524,593.89 C3.1.11.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.11.4 Cum 85.26 682.07 3,658.00 25% 4,572.50 3,118,783.36 C3.1.11.5 Cum 37.60 300.80 3,658.00 25% 4,572.50 1,375,421.72 C3.1.11.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50


C3.1.13 6 th FloorC3.1.13.1 Cum 55.52 444.19 4,537.00 25% 5,671.25 2,519,109.36 C3.1.13.2 Cum 12.93 103.42 4,088.00 25% 5,110.00 528,472.11 C3.1.13.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.13.4 Cum 85.26 682.07 3,688.00 25% 4,610.00 3,144,361.14 C3.1.13.5 Cum 37.60 300.80 3,688.00 25% 4,610.00 1,386,701.83 C3.1.13.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50

C3.1.14 7th FloorC3.1.14.1 Cum 55.52 444.19 4,241.00 25% 5,301.25 2,354,759.27 C3.1.14.2 Cum 12.93 103.42 4,088.00 25% 5,110.00 528,472.11 C3.1.14.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.14.4 Cum 91.72 733.73 3,688.00 25% 4,610.00 3,382,509.13 C3.1.14.5 Cum 40.63 325.06 3,688.00 25% 4,610.00 1,498,512.77

M20 Grade for StaircasesM20 Grade for Roof SlabsM20 Grade for Roof Beams










C3.1.14.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50






C3.1.20 13th Floor










C3.1.20.1 Cum 55.52 444.19 4,241.00 25% 5,301.25 2,354,759.27 C3.1.20.2 Cum 12.93 103.42 4,148.00 25% 5,185.00 536,228.55 C3.1.20.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.20.4 Cum 91.72 733.73 3,748.00 25% 4,685.00 3,437,539.11 C3.1.20.5 Cum 40.63 325.06 3,748.00 25% 4,685.00 1,522,892.04 C3.1.20.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50





C3.1.25 18th FloorC3.1.25.1 Cum 55.52 444.19 4,241.00 25% 5,301.25 2,354,759.27 C3.1.25.2 Cum 12.93 103.42 4,178.00 25% 5,222.50 540,106.77 C3.1.25.3 Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13






M25 Grade for ColumnsM20 Grade for Lift Core WallsM20 Grade for Staircases





C3.1.25.4 Cum 91.72 733.73 3,778.00 25% 4,722.50 3,465,054.09 C3.1.25.5 Cum 40.63 325.06 3,778.00 25% 4,722.50 1,535,081.68 C3.1.25.6 Lintels & Chejjas Cum 2.39 19.14 4,118.00 25% 5,147.50 98,535.50


C3.1.27 Above Terrace FloorC3.1.27.1 M20 Grade for Columns Cum 11.10 88.84 4,241.00 25% 5,301.25 470,951.85 C3.1.27.2 M20 Grade for Lift Core Walls Cum 12.93 103.42 4,178.00 25% 5,222.50 540,106.77 C3.1.27.3 M20 Grade for Staircases Cum 6.80 54.43 4,118.00 25% 5,147.50 280,161.13 C3.1.27.4 M20 Grade for LMR & SHR Slab & Beams Cum 9.12 72.94 3,778.00 25% 4,722.50 344,478.04 C3.1.27.5 RCC Parapet Wall at all level of specified thickness Cum 63.83 510.61 3,778.00 25% 4,722.50 2,411,353.84

C3.1.28 Special ELEVATION FEATURESC3.1.28.1 Elevantion Features (Pergola Beams, Cornices, Gutters etc.) Cum 125.15 1,001.23 4,118.00 25% 5,147.50 5,153,825.25 C3.1.28.2 Above Terrace Floor Cum 31.95 255.64 4,118.00 25% 5,147.50 1,315,886.31

C3.1.29 Over Head TankC3.1.29.1 Wall -M20 Cum 11.10 88.84 4,178.00 25% 5,222.50 463,955.87 C3.1.29.2 Top slab -M20 Cum 9.12 72.94 3,778.00 25% 4,722.50 344,478.04

C3.2 SITE MIX CONCRETE

C3.2.1

C3.2.1.1 For Sub Cellar FloorC3.2.1.1.1 Footings for columns M20 Cum R/O R/O 25% - - C3.2.1.1.2 Pedestals M20 Cum R/O R/O 25% - - C3.2.1.1.3 Pedestals M25 Cum R/O R/O 25% - - C3.2.1.1.4 Columns M20 Cum R/O R/O 25% - - C3.2.1.1.5 Columns M25 Cum R/O R/O 25% - - C3.2.1.1.6 Staircase M20 Cum R/O R/O 25% - - C3.2.1.1.7 Lift Core walls M20 Cum R/O R/O 25% - - C3.2.1.1.8 Roof Slabs & beams M20 Cum R/O R/O 25% - - C3.2.1.1.9 Ramp slabs & beams M20 Cum R/O R/O 25% - -

M20 Grade for Roof SlabsM20 Grade for Roof Beams


Providing and laying Reinforced cement concrete of the following grade at all levels and heights using river sand, 20mm and down size coarse aggregates, including all leads and lifts, vibrating, scaffolding wherever necessary, curing and hacking as directed, etc., but excluding cost of shuttering, centering etc., complete. at all levels.





C3.2.1.2 For Cellar FloorC3.2.1.2.1 Columns - M20 Cum R/O R/O 25% - - C3.2.1.2.2 Columns - M25 Cum R/O R/O 25% - - C3.2.1.2.3 Staircase M20 Cum R/O R/O 25% - - C3.2.1.2.4 Lift Core walls M20 Cum R/O R/O 25% - - C3.2.1.2.5 Roof Slabs & beams M20 Cum R/O R/O 25% - - C3.2.1.2.6 Lintels M20 Cum R/O R/O 25% - - C3.2.1.2.7 Chajjas M20 Cum R/O R/O 25% - -

C3.2.1.2 For Ground FloorC3.2.1.2.1 Columns - M20 Cum R/O R/O 25% - - C3.2.1.2.2 Columns - M25 Cum R/O R/O 25% - - C3.2.1.2.3 Staircase M20 Cum R/O R/O 25% - - C3.2.1.2.4 Lift Core walls M20 Cum R/O R/O 25% - - C3.2.1.2.5 Roof Slabs & beams M20 Cum R/O R/O 25% - - C3.2.1.2.6 Lintels M20 Cum R/O R/O 25% - - C3.2.1.2.7 Chajjas M20 Cum R/O R/O 25% - -

C3.2.2 Over and above item no 3, extra for upper floors per floor Cum R/O R/O 25% - -

C3 Total for Reinforced Cement Concrete Works……. 66,246.00 323,882,826.16

0.05 C4 FORM WORK

C4.1

PODIUMC4.1.1 Below Plinth LevelC4.1.1.1 Footings Sqm 240.10 1,920.78 199.06 25% 248.83 477,939.08 C4.1.1.2 Pedastals Sqm 64.62 516.96 199.06 25% 248.83 128,632.57 C4.1.1.3 Columns Sqm 205.20 1,641.60 199.06 25% 248.83 408,471.12 C4.1.1.4 PlinthBeams Sqm 541.87 4,334.97 199.06 25% 248.83 1,078,650.10

Providing, fabricating and erecting FORM WORK at all levels and places wherever needed/specified as per drawing including striking with 20mm Plastic coated, marine resistant waterproof ply/Smooth finished MS plates with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements, Submission of design calculations and shop drawings for approval, sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as approved by the consultant etc., complete at all levels, double/triple heights and profiles.





C4.1..2 AbovePlinthLevel(SubCellar-1)C4.1..2.1 Columns Sqm 564.30 4,514.40 199.06 25% 248.83 1,123,295.58 C4.1..2.2 WaffleBeams Sqm 366.72 2,933.77 199.06 25% 248.83 729,996.18 C4.1..2.3 WaffleSlab Sqm 2168.28 17,346.23 700.00 25% 875.00 15,177,948.24

C4.1.3 CellarFloorC4.1.3.1 Columns Sqm 564.30 4,514.40 199.06 25% 248.83 1,123,295.58 C4.1.3.2 WaffleBeams Sqm 366.72 2,933.77 199.06 25% 248.83 729,996.18 C4.1.3.3 WaffleSlab Sqm 2168.28 17,346.23 700.00 25% 875.00 15,177,948.24 C4.1.3.5 Ramp Sqm 3,158.40 199.06 25% 248.83 785,888.88

TOWERC4.1.4 BelowPlinthLevelC4.1.4.1 Footings Sqm 518.34 4,146.76 199.06 25% 248.83 1,031,816.56 C4.1.4.2 Pedastals Sqm 78.23 625.87 199.06 25% 248.83 155,732.60 C4.1.4.3 Columns Sqm 266.62 2,132.93 199.06 25% 248.83 530,725.81 C4.1.4.4 PlinthBeams Sqm 153.52 1,228.18 199.06 25% 248.83 305,600.89 C4.1.4.5 Lift Raft Sqm 76.44 611.52 199.06 25% 248.83 152,161.46 C4.1.4.6 LiftWalls Sqm 66.60 532.80 199.06 25% 248.83 132,573.96

C4.1.5 AbovePlinthlevel(SubCellar)C4.1.5.1 Columns Sqm 733.19 5,865.55 199.06 25% 248.83 1,459,495.98 C4.1.2.3 LiftCoreWalls Sqm 146.52 1,172.16 199.06 25% 248.83 291,662.71 C4.1.2.4 RoofSlabs Sqm 528.07 4,224.58 199.06 25% 248.83 1,051,181.91 C4.1.2.5 RoofBeams Sqm 332.44 2,659.55 199.06 25% 248.83 661,763.28 C4.1.2.6 Staircases Sqm 54.38 435.02 199.06 25% 248.83 108,242.86

C4.1.6 CellarFloor 25% - - C4.1.6.1 Columns Sqm 888.72 7,109.76 199.06 25% 248.83 1,769,086.03 C4.1.6.2 LiftCoreWalls Sqm 177.60 1,420.80 199.06 25% 248.83 353,530.56 C4.1.6.3 RoofSlabs Sqm 528.07 4,224.58 199.06 25% 248.83 1,051,181.91 C4.1.6.4 RoofBeams Sqm 332.44 2,659.55 199.06 25% 248.83 661,763.28 C4.1.6.5 Staircases Sqm 54.38 435.02 199.06 25% 248.83 108,242.86

C4.1.7 Ground FloorC4.1.7.1 Columns Sqm 629.83 5,038.63 199.06 25% 248.83 1,253,737.21 C4.1.7.2 LiftCoreWalls Sqm 131.65 1,053.17 199.06 25% 248.83 262,054.53 C4.1.7.3 Staircases Sqm 51.83 414.67 199.06 25% 248.83 103,179.37 C4.1.7.4 RoofSlabs Sqm 662.69 5,301.48 199.06 25% 248.83 1,319,140.76 C4.1.7.5 RoofBeams Sqm 384.79 3,078.35 199.06 25% 248.83 765,970.44 C4.1.7.6 Lintel&Chejjasatalllevels Sqm 27.60 220.80 199.06 25% 248.83 54,940.56

C4.1.8 1stFloor





C4.1.8.1 Columns Sqm 629.83 5,038.63 215.20 25% 269.00 1,355,391.58 C4.1.8.2 LiftCoreWalls Sqm 131.65 1,053.17 215.20 25% 269.00 283,302.19 C4.1.8.3 Staircases Sqm 51.83 414.67 215.20 25% 269.00 111,545.26 C4.1.8.4 RoofSlabs Sqm 662.69 5,301.48 215.20 25% 269.00 1,426,098.12 C4.1.8.5 RoofBeams Sqm 384.79 3,078.35 215.20 25% 269.00 828,076.15 C4.1.8.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 215.20 25% 269.00 68,657.41

C4.1.9 2ndFloorC4.1.9.1 Columns Sqm 629.83 5,038.63 215.20 25% 269.00 1,355,391.58 C4.1.9.2 LiftCoreWalls Sqm 131.65 1,053.17 215.20 25% 269.00 283,302.19 C4.1.9.3 Staircases Sqm 51.83 414.67 215.20 25% 269.00 111,545.26 C4.1.9.4 RoofSlabs Sqm 662.69 5,301.48 215.20 25% 269.00 1,426,098.12 C4.1.9.5 RoofBeams Sqm 384.79 3,078.35 215.20 25% 269.00 828,076.15 C4.1.9.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 215.20 25% 269.00 68,657.41

C4.1.10 3rdFloorC4.1.10.1 Columns Sqm 629.83 5,038.63 223.27 25% 279.09 1,406,218.76 C4.1.10.2 LiftCoreWalls Sqm 131.65 1,053.17 223.27 25% 279.09 293,926.02 C4.1.10.3 Staircases Sqm 51.83 414.67 223.27 25% 279.09 115,728.21 C4.1.10.4 RoofSlabs Sqm 662.69 5,301.48 223.27 25% 279.09 1,479,576.80 C4.1.10.5 RoofBeams Sqm 384.79 3,078.35 223.27 25% 279.09 859,129.01 C4.1.10.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 223.27 25% 279.09 71,232.06

C4.1.11 4thFloorC4.1.11.1 Columns Sqm 629.83 5,038.63 231.34 25% 289.18 1,457,045.95 C4.1.11.2 LiftCoreWalls Sqm 131.65 1,053.17 231.34 25% 289.18 304,549.86 C4.1.11.3 Staircases Sqm 51.83 414.67 231.34 25% 289.18 119,911.16 C4.1.11.4 RoofSlabs Sqm 662.69 5,301.48 231.34 25% 289.18 1,533,055.48 C4.1.11.5 RoofBeams Sqm 384.79 3,078.35 231.34 25% 289.18 890,181.86 C4.1.11.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 231.34 25% 289.18 73,806.71

C4.1.12 5thFloorC4.1.12.1 Columns Sqm 629.83 5,038.63 239.41 25% 299.26 1,507,873.13 C4.1.12.2 LiftCoreWalls Sqm 131.65 1,053.17 239.41 25% 299.26 315,173.69 C4.1.12.3 Staircases Sqm 51.83 414.67 239.41 25% 299.26 124,094.10 C4.1.12.4 RoofSlabs Sqm 662.69 5,301.48 239.41 25% 299.26 1,586,534.16 C4.1.12.5 RoofBeams Sqm 384.79 3,078.35 239.41 25% 299.26 921,234.72 C4.1.12.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 239.41 25% 299.26 76,381.37

C4.1.13 6thFloorC4.1.13.1 Columns Sqm 629.83 5,038.63 247.48 25% 309.35 1,558,700.31 C4.1.13.2 LiftCoreWalls Sqm 131.65 1,053.17 247.48 25% 309.35 325,797.52 C4.1.13.3 Staircases Sqm 51.83 414.67 247.48 25% 309.35 128,277.05





C4.1.13.4 RoofSlabs Sqm 662.69 5,301.48 247.48 25% 309.35 1,640,012.84 C4.1.13.5 RoofBeams Sqm 384.79 3,078.35 247.48 25% 309.35 952,287.57 C4.1.13.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 247.48 25% 309.35 78,956.02

C4.1.14 7thFloorC4.1.14.1 Columns Sqm 629.83 5,038.63 255.55 25% 319.44 1,609,527.50 C4.1.14.2 LiftCoreWalls Sqm 131.65 1,053.17 255.55 25% 319.44 336,421.35 C4.1.14.3 Staircases Sqm 51.83 414.67 255.55 25% 319.44 132,460.00 C4.1.14.4 RoofSlabs Sqm 721.04 5,768.35 255.55 25% 319.44 1,842,627.94 C4.1.14.5 RoofBeams Sqm 419.17 3,353.39 255.55 25% 319.44 1,071,199.80 C4.1.14.6 Lintel&Chejjasatalllevels Sqm 31.90 255.23 255.55 25% 319.44 81,530.67



C4.1.17 10thFloorC4.1.17.1 Columns Sqm 629.83 5,038.63 279.76 25% 349.70 1,762,009.05 C4.1.17.2 LiftCoreWalls Sqm 131.65 1,053.17 279.76 25% 349.70 368,292.85 C4.1.17.3 Staircases Sqm 51.83 414.67 279.76 25% 349.70 145,008.84 C4.1.17.4 RoofSlabs Sqm 662.69 5,301.48 279.76 25% 349.70 1,853,927.56 C4.1.17.5 RoofBeams Sqm 384.79 3,078.35 279.76 25% 349.70 1,076,499.00 C4.1.17.6 Lintels&Chejjas Sqm 31.90 255.23 279.76 25% 349.70 89,254.63











C4.1.24 17thFloorC4.1.24.1 Columns Sqm 629.83 5,038.63 336.25 25% 420.31 2,117,799.34





C4.1.24.2 LiftCoreWalls Sqm 131.65 1,053.17 336.25 25% 420.31 442,659.67 C4.1.24.3 Staircases Sqm 51.83 414.67 336.25 25% 420.31 174,289.47 C4.1.24.4 RoofSlabs Sqm 721.04 5,768.35 336.25 25% 420.31 2,424,510.45 C4.1.24.5 RoofBeams Sqm 419.17 3,353.39 336.25 25% 420.31 1,409,473.42 C4.1.24.6 Lintels&Chejjas Sqm 31.90 255.23 336.25 25% 420.31 107,277.20



C4.1.27 Above Terrace FloorC4.1.27.1 Columns Sqm 125.97 1007.72608 360.46 25% 450.58 454,056.18 C4.1.27.2 Lift Core Walls Sqm 131.65 1053.168 360.46 25% 450.58 474,531.17 C4.1.27.3 Staircases Sqm 51.83 414.6664 360.46 25% 450.58 186,838.31 C4.1.27.4 LMR & SHR Slab & Beams Sqm 86.39 691.12 360.46 25% 450.58 311,401.39 C4.1.27.5 RCC Parapet Wall at all level of specified thickness Sqm 638.26 5106.096 360.46 25% 450.58 2,300,679.21

C4.1.28 Special ELEVATION FEATURESC4.1.28.1 Elevantion Features (Pergola Beams, Cornices, Gutters etc.) Sqm 375.46 3003.6864 360.46 25% 450.58 1,353,386.00 C4.1.28.2 Above Terrace Floor Sqm 95.86 766.908 360.46 25% 450.58 345,549.57

C4.1.29 Over Head TankC4.1.29.1 Wall Sqm 125.97 1,007.73 360.46 25% 450.58 454,056.18 C4.1.29.2 Top slab Sqm 86.39 691.12 360.46 25% 450.58 311,401.39

C4 Total for Formworks……. 423,119.80 159,767,955.80

C5 STEEL WORKSREINFORCEMENT STEEL.





C5.1

PODIUMC5.1.1 Below Plinth LevelC5.1.1.1 Footings MT 15.38 123.02 48,261.00 15% 55,500.00 6,827,832.00 C5.1.1.2 Pedastals MT 0.00 - 48,261.00 15% 55,500.00 - C5.1.1.3 Columns MT 5.90 47.20 48,261.00 15% 55,500.00 2,619,600.00 C5.1.1.4 PlinthBeams MT 0.00 - 48,261.00 15% 55,500.00 - C5.1.1.5 Retaining Wall Raft & Core Walls MT R/O 48,261.00 15% 55,500.00 -

- - C5.1..2 AbovePlinthLevel(SubCellar-1) - C5.1..2.1 Columns MT 12.92 103.36 48,261.00 15% 55,500.00 5,736,480.00 C5.1..2.2 WaffleBeams MT 0.00 - 48,261.00 15% 55,500.00 - C5.1..2.3 WaffleSlab MT 0.00 - 48,261.00 15% 55,500.00 -

- - C5.1.3 CellarFloor - - C5.1.3.1 Columns MT 14.93 119.44 48,261.00 15% 55,500.00 6,628,920.00 C5.1.3.2 WaffleBeams MT 0.00 - 48,261.00 15% 55,500.00 - C5.1.3.3 WaffleSlab MT 0.00 - 48,261.00 15% 55,500.00 - C5.1.3.4 Ramps MT 140.00 48,261.00 15% 55,500.00 7,770,000.00

- - TOWER & Podium - -

C5.1.4 BelowPlinthLevel - C5.1.4.1 Footings MT 32.66 261.27 48,261.00 15% 55,500.00 14,500,596.00 C5.1.4.2 Pedastals MT 3.89 31.15 48,261.00 15% 55,500.00 1,728,936.00 C5.1.4.3 Columns MT 3.72 29.76 48,261.00 15% 55,500.00 1,651,680.00 C5.1.4.4 PlinthBeams MT 2.47 19.76 48,261.00 15% 55,500.00 1,096,680.00 C5.1.4.5 LiftShaft MT 2.97 23.76 48,261.00 15% 55,500.00 1,318,680.00

Providing, straightening, cutting, bending and tying in position reinforcement for RCC work with high yield strength ribbed cold twisted tor steel (HSD) bar of various diameters and grade of steel as specified below conforming to IS or equivalent BS specification including cutting and waste, bending, hoisting, fabricating and placing in position according to drawings and binding the reinforcement with galvanised annealed binding wire of double fold of 18 gauge and providing PVC cover blocks for placing the reinforcements in position and for maintaining the cover specified and/or according to relevant IS or equivalent BS code.

Note : Unless noted otherwise the measurements in accordance with IS 1200 or equivalent BS. However reinforcement shall be measured only in lengths of bars as actually placed in position on standard weight basis, no allowance being made in the weight for rolling margin. Authorised laps and splices only will be measured. Chairs of any shape & profile, Spacer bar of any shape & profile, cover block, wastage and binding wire will not be measured and shall be included in the quoted rates.Quoted rate shall be deemed to have considered the above stipulation.Quoted rate to include lead, lift, placing at all levels and as directed.





C5.1.4.6 LiftWalls MT 1.64 13.12 48,261.00 15% 55,500.00 728,160.00 - -

C5.1.5 AbovePlinthlevel(SubCellar) - - C5.1.5.1 Columns MT 17.01 136.08 48,261.00 15% 55,500.00 7,552,440.00 C5.1.2.3 LiftCoreWalls MT 1.64 13.12 48,261.00 15% 55,500.00 728,160.00 C5.1.2.4 RoofSlabs MT 3.71 29.68 48,261.00 15% 55,500.00 1,647,240.00 C5.1.2.5 RoofBeams MT 32.89 263.12 48,261.00 15% 55,500.00 14,603,160.00 C5.1.2.6 Staircases MT 0.54 4.32 48,261.00 15% 55,500.00 239,760.00

- - C5.1.6 CellarFloor - - C5.1.6.1 Columns MT 23.72 189.76 48,261.00 15% 55,500.00 10,531,680.00 C5.1.6.2 LiftCoreWalls MT 1.64 13.12 48,261.00 15% 55,500.00 728,160.00 C5.1.6.3 RoofSlabs MT 4.32 34.56 48,261.00 15% 55,500.00 1,918,080.00 C5.1.6.4 RoofBeams MT 47.60 380.80 48,261.00 15% 55,500.00 21,134,400.00 C5.1.6.5 Staircases MT 0.54 4.32 48,261.00 15% 55,500.00 239,760.00

- - TOWER - -

C5.1.7 Ground Floor - - C5.1.7.1 Columns MT 21.37 170.96 48,261.00 15% 55,500.00 9,488,280.00 C5.1.7.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.7.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.7.4 RoofSlabs MT 7.54 60.32 48,261.00 15% 55,500.00 3,347,760.00 C5.1.7.5 RoofBeams MT 105.28 842.24 48,261.00 15% 55,500.00 46,744,320.00 C5.1.7.6 Lintel&Chejjasatalllevels MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20

- - C5.1.8 1stFloor - - C5.1.8.1 Columns MT 21.37 170.96 48,261.00 15% 55,500.00 9,488,280.00 C5.1.8.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.8.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.8.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.8.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.8.6 Lintel&Chejjasatalllevels MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20

- - C5.1.9 2ndFloor - - C5.1.9.1 Columns MT 21.37 170.96 48,261.00 15% 55,500.00 9,488,280.00 C5.1.9.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.9.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.9.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.9.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.9.6 Lintel&Chejjasatalllevels MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20

- - C5.1.10 3rdFloor - - C5.1.10.1 Columns MT 21.37 170.96 48,261.00 15% 55,500.00 9,488,280.00





C5.1.10.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.10.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.10.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.10.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.10.6 Lintel&Chejjasatalllevels MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20

- - C5.1.11 4thFloor - - C5.1.11.1 Columns MT 21.37 170.96 48,261.00 15% 55,500.00 9,488,280.00 C5.1.11.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.11.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.11.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.11.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.11.6 Lintel&Chejjasatalllevels MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20




- - C5.1.15 8thFloor - - C5.1.15.1 Columns MT 19.31 154.48 48,261.00 15% 55,500.00 8,573,640.00 C5.1.15.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.15.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.15.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00





C5.1.15.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.15.6 Lintel&Chejjasatalllevels MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20


- - C5.1.17 10thFloor - - C5.1.17.1 Columns MT 17.25 138.00 48,261.00 15% 55,500.00 7,659,000.00 C5.1.17.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.17.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.17.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.17.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.17.6 Lintels&Chejjas MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20

0.00 - 48,261.00 15% 55,500.00 - C5.1.18 11thFloor - - C5.1.18.1 Columns MT 15.89 127.12 48,261.00 15% 55,500.00 7,055,160.00 C5.1.18.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.18.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.18.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.18.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.18.6 Lintels&Chejjas MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20



- -





C5.1.21 14thFloor - - C5.1.21.1 Columns MT 13.05 104.40 48,261.00 15% 55,500.00 5,794,200.00 C5.1.21.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.21.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.21.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.21.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.21.6 Lintels&Chejjas MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20





- - C5.1.26 19thFloor - - C5.1.26.1 Columns MT 9.83 78.64 48,261.00 15% 55,500.00 4,364,520.00 C5.1.26.2 LiftCoreWalls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00





C5.1.26.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.26.4 RoofSlabs MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00 C5.1.26.5 RoofBeams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.26.6 Lintels&Chejjas MT 1.05 8.42 48,261.00 15% 55,500.00 467,443.20

- - C5.1.27 Above Terrace Floor - - C5.1.27.1 Columns MT 0.00 - 48,261.00 15% 55,500.00 - C5.1.27.2 Lift Core Walls MT 1.40 11.20 48,261.00 15% 55,500.00 621,600.00 C5.1.27.3 Staircases MT 0.39 3.12 48,261.00 15% 55,500.00 173,160.00 C5.1.27.4 LMR & SHR Slab & Beams MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.27.5 RCC Parapet Wall at all level of specified thickness MT 3.83 30.64 48,261.00 15% 55,500.00 1,700,329.97

C4.1.28 Special ELEVATION FEATURESC4.1.28.1 Elevantion Features (Pergola Beams, Cornices, Gutters etc.) Sqm 7.51 60.073728 48,261.00 15% 55,500.00 3,334,091.90 C4.1.28.2 Above Terrace Floor Sqm 3.20 25.5636 48,261.00 15% 55,500.00 1,418,779.80

- - C5.1.15 Over Head Tank - - C5.1.15.1 Wall MT 5.93 47.44 48,261.00 15% 55,500.00 2,632,920.00 C5.1.15.2 Top slab MT 4.17 33.36 48,261.00 15% 55,500.00 1,851,480.00

- -

C5.1.4 MT R/O -

C5 Total for Steel Works……. 7,801.13 432,962,709.67

6.01C6 STRUCTURE STEEL & METAL WORKSC6.1 STRUCTURAL STEEL

C6.1.1 MT 2.00 16.00 65,217.50 15% 75,000.00 1,200,000.00

C6.1.2 MT 2.00 16.00 65,217.50 15% 75,000.00 1,200,000.00

C6.1.3 MT -

C6.1.4 Providing and anchoring in position high strength anchor bolts.C6.1.4.1 25mm dia (heavy duty) Nos R/O R/O 15% - - C6.1.4.2 20mm dia (heavy duty) Nos R/O R/O 15% - - C6.1.4.3 16mm dia (heavy duty) Nos R/O R/O 15% - -

Providing, straightening, cutting and tying in position high strength weld mesh reinforcement of grade Fe 480 and 6mm thick @ 150mm c/c (weight @ 2.966 Kg/Sqm) with an overlap of 75 mm (confirming to IS 432/1982 Part-1) for slab including cutting, placing in position according to drawings.

Providing, fabricating and erecting Structural steel members in position at all levels and at all heights as specified Detailed in the drawings made out of standard MS sections as Per Direction of Engineer incharge.

Providing, Fabricating and erecting in position structural steel conforming to IS 800 as corner angles(50x50x6MM) for columns etc complete

Providing and fixing in position M.S.chequered plate 5mm thick with necessary supports such as M.S. angles / M.S. flats et complete





C6.1.5 MT R/O R/O 15% 0

C6.2 METAL WORK

C6.2.1

C6.2.1.1 For All floors Rmt 300.96 2,407.68 994.00 10% 1,093.40 2,632,557.31

C6.3

C6.3.1 For All floors Rmt 936.12 7,488.92 852.00 10% 937.20 7,018,615.82

C6.4

C6.4.1 For All floors Rmt 152.40 1,219.20 450.00 10% 495.00 603,504.00

Providing, fabricating and installing inserts in concrete in the form of M.S. angles, flats, plates, holding bolts, angle frames, for edge protection angles in driveways, for fixing of lintels etc. (Note: the cost of embeded bars / lugs shall be measured separately for payment)

Fabricating, supplying and installing in position Railing to Stair cases, etc. consisting of MS pipe handrail of 50mm dia. welded to vertical supports using MS square and MS flat sections of approximately 14 kgs per Rmt as per detailed drawing with necessary cutting, welding, grinding, and one metal primer with necessary putty as per the Specifications & as directed by Engineer- in- Charge. All MS sections to be TATA MEDIUM/ Equivalent class.

Fabricating, supplying and installing in position Railing to Balconies/ Sit outs , etc. consisting of MS pipe handrail of 50mm dia. welded to vertical supports using MS box section 25mm x 25mm and MS flat sections of approximately 12 kgs per Rmt as per detailed drawing with necessary cutting, welding, grinding, and one coat of metal primer with necessary putty as per the Specifications & as directed by Engineer- in- Charge. All MS sections to be TATA MEDIUM / Equivalent class.

Fabricating, supplying and installing in position Railing to Utilities etc. consisting of MS pipe handrail of 50mm dia. welded to vertical supports using MS box section 25mm x 25mm and MS flat sections of approximately 5 kgs per Rmt as per detailed drawing with necessary cutting, welding, grinding, and one coat of metal primer with necessary putty as per the Specifications & as directed by Engineer- in- Charge. All MS sections to be TATA MEDIUM/ Equivalent class.





C6.5

C6.5.1 For All floors Rmt R/O R/O 640.00 10% 704.00 -

C6.6

C6.6.1 For Fire Duct Doors No's 22.00 176.00 6,050.00 10% 6,655.00 1,171,280.00 C6.6.2 For Communication/Electrical Duct Doors No's 88.00 704.00 4,850.00 10% 5,335.00 3,755,840.00 C6.6.3 For utility doors Nos 80.00 640.00 4,850.00 10% 5,335.00 3,414,400.00 C6.6.4 For FRD doors Nos 20.00 160.00 17,727.27 10% 19,500.00 3,120,000.00

C6.7 Sqm R/O R/O 10% - -

C6.8

C6.8.1 External Shafts Sqm R/O R/O 10% 0.00

C6.9

C6.9.1 Windows All Floors Sqm 1278.84 10,230.72 681.82 10% 750.00 7,673,040.00

Fabricating, supplying and installing in position Railing to Corridors , etc. consisting of MS pipe handrail of 50mm dia. welded to vertical supports using MS box section 25mm x25mm and MS flat sections of approximately 5 kgs per Rmt as per detailed drawing with necessary cutting, welding, grinding, and one coat of metal primer with necessary putty as per the Specifications & as directed by Engineer- in- Charge. All MS sections to be TATA MEDIUM/ Equivalent class.

Providing and fixing MS door for service ducts/ other locations as called for, using MS sections and angles and shutters with hinges and locking arrangements and with necessary materials as per design and drawings including fixtures and fitting charges fitting with CC 1:2:4 and one coat of metal primer complete with all lead and lift and as directed by the architect.

Proving and fixing MS grating in lengths not exceeding 1.50 Mts using removable frame in ISA 75 x 75 x 10 mm with 20mm round bars spaced at 50mm c/c and braced 25mm MS round bars 200 c/c over external framework of ISA 75 x 75 x 10 mm grouted to masonry in CC 1:2:4, for drains 450mm wide .The rate quoted shall include the cost of one coat of metal primer.

Providing and fixing MS Louveres at locations indicated in the drawings or as directed to fix at all heights and levels, using necessary fastners finished neat as per the drawings to the satisfaction of engineer incharge. for External Shafts

Fabricating, supplying and fixing in position security grills to fabricated out of 10mm MS square bars of MS bars with 6mm X 20mm MS Flat outer frame cut to precise lengths including welding and grinding as approved( Approximately 7.50 kgs / Sqm as per the detailed drawing) . Allow for anchoring to side supports in approved manner, and including one coat of metal primer with necessary putty as per the Specifications & as directed by Engineer-in Charge. All MS sections to be TATA MEDIUM / Equivalent class.





C6.9.2 Sitout For Ground And 1st Floor Sqm 109.70 877.60 681.82 10% 750.00 658,199.10

C6 Total for Metal Works……. #VALUE! 1,510.44 32,447,436.24

C7 MASONRY 0.01

C7.1 Cum R/O R/O 2,405.00 25% 3,006.25 -

C7.2

C7.2.1 Sub-Cellar Sqm 89.60 716.82 591.00 25% 738.75 529,550.78 C7.2.2 Cellar Floor Sqm 89.60 716.82 591.00 25% 738.75 529,550.78 C7.2.3 Ground fLOOR Sqm 353.19 2,825.51 591.00 25% 738.75 2,087,348.91 C7.2.4 First Floor Sqm 359.83 2,878.67 591.00 25% 738.75 2,126,614.95 C7.2.5 Second Floor Sqm 359.83 2,878.67 591.00 25% 738.75 2,126,614.95 C7.2.6 Third Floor Sqm 359.83 2,878.67 591.00 25% 738.75 2,126,614.95 C7.2.7 Fourth Floor Sqm 359.83 2,878.67 591.00 25% 738.75 2,126,614.95 C7.2.8 Fifth Floor Sqm 359.83 2,878.67 601.00 25% 751.25 2,162,598.28 C7.2.9 Sixth Floor Sqm 359.83 2,878.67 601.00 25% 751.25 2,162,598.28 C7.2.10 Seventh Floor Sqm 366.99 2,935.95 601.00 25% 751.25 2,205,629.88 C7.2.11 Eighth Floor Sqm 359.83 2,878.67 601.00 25% 751.25 2,162,598.28 C7.2.12 Nineth Floor Sqm 366.99 2,935.95 611.00 25% 763.75 2,242,329.22 C7.2.13 Tenth Floor Sqm 359.83 2,878.67 611.00 25% 763.75 2,198,581.62 C7.2.14 Eleventh Floor Sqm 366.99 2,935.95 611.00 25% 763.75 2,242,329.22 C7.2.15 Twelveth Floor Sqm 359.83 2,878.67 611.00 25% 763.75 2,198,581.62 C7.2.16 Thirteenth Floor Sqm 366.99 2,935.95 621.00 25% 776.25 2,279,028.55 C7.2.17 Fourteenth Floor Sqm 359.83 2,878.67 621.00 25% 776.25 2,234,564.95 C7.2.18 Fitteenth Floor Sqm 366.99 2,935.95 621.00 25% 776.25 2,279,028.55 C7.2.19 sixteenth Floor Sqm 359.83 2,878.67 621.00 25% 776.25 2,234,564.95 C7.2.20 Seventeenth Floor Sqm 366.99 2,935.95 631.00 25% 788.75 2,315,727.88 C7.2.21 Eighthteenth Floor Sqm 366.99 2,935.95 631.00 25% 788.75 2,315,727.88 C7.2.22 Nineteenth Floor Sqm 359.83 2,878.67 631.00 25% 788.75 2,270,548.28 C7.2.23 Parapet Wall & Terrace Floor Sqm 0.00 - 631.00 25% 788.75 -

59354.78

Providing and constructing Size stone masonry for foundation/Superstructure using size stones in CM 1:6 with necessary quoin, through bond stone and Header stone at regular intervals including dressing the stone and edge poking by chissel/hammer true to the required shape & size, curing, scaffolding, racking out joints, staging, leads and lifts at all levels

Providing and constructing 200mm thick Solid Concrete block work at all levels in walls, piers and architectural features using approved solid blocks of strength 35kg/sqcm in cement mortar 1:6 with minimum crushing strength of 35kg/sq.cm. including curing, scaffolding, staging, leads and lifts etc. complete.





C7.3

C7.3.1 Sub-Cellar Sqm R/O R/O 25% - - C7.3.2 Cellar Floor Sqm R/O R/O 25% - - C7.3.3 Ground fLOOR Sqm 30.62 244.98 497.00 25% 621.25 152,191.34 C7.3.4 First Floor Sqm 30.62 244.98 497.00 25% 621.25 152,191.34 C7.3.5 Second Floor Sqm 30.62 244.98 497.00 25% 621.25 152,191.34 C7.3.6 Third Floor Sqm 30.62 244.98 497.00 25% 621.25 152,191.34 C7.3.7 Fourth Floor Sqm 30.62 244.98 497.00 25% 621.25 152,191.34 C7.3.8 Fifth Floor Sqm 30.62 244.98 507.00 25% 633.75 155,253.54 C7.3.9 Sixth Floor Sqm 30.62 244.98 507.00 25% 633.75 155,253.54 C7.3.10 Seventh Floor Sqm 30.62 244.98 507.00 25% 633.75 155,253.54 C7.3.11 Eighth Floor Sqm 30.62 244.98 507.00 25% 633.75 155,253.54 C7.3.12 Nineth Floor Sqm 30.62 244.98 517.00 25% 646.25 158,315.74 C7.3.13 Tenth Floor Sqm 30.62 244.98 517.00 25% 646.25 158,315.74 C7.3.14 Eleventh Floor Sqm 30.62 244.98 517.00 25% 646.25 158,315.74 C7.3.15 Twelveth Floor Sqm 30.62 244.98 517.00 25% 646.25 158,315.74 C7.3.16 Thirteenth Floor Sqm 30.62 244.98 527.00 25% 658.75 161,377.94 C7.3.17 Fourteenth Floor Sqm 30.62 244.98 527.00 25% 658.75 161,377.94 C7.3.18 Fitteenth Floor Sqm 30.62 244.98 527.00 25% 658.75 161,377.94 C7.3.19 sixteenth Floor Sqm 30.62 244.98 527.00 25% 658.75 161,377.94 C7.3.20 Seventeenth Floor Sqm 30.62 244.98 537.00 25% 671.25 164,440.14 C7.3.21 Eighthteenth Floor Sqm 30.62 244.98 537.00 25% 671.25 164,440.14 C7.3.22 Nineteenth Floor Sqm 30.62 244.98 537.00 25% 671.25 164,440.14 C7.3.23 Parapet Wall & Terrace Floor Sqm R/O R/O 537.00 25% 671.25 -

2449.76

C7.4

C7.4.1 Sub-Cellar Sqm R/O R/O 479.00 25% 598.75 - C7.4.2 Cellar Floor Sqm R/O R/O 479.00 25% 598.75 - C7.4.3 Ground Floor Sqm 299.28 2,394.25 479.00 25% 598.75 1,433,556.47 C7.4.4 First Floor Sqm 299.28 2,394.25 479.00 25% 598.75 1,433,556.47 C7.4.5 Second Floor Sqm 299.28 2,394.25 479.00 25% 598.75 1,433,556.47 C7.4.6 Third Floor Sqm 299.28 2,394.25 479.00 25% 598.75 1,433,556.47 C7.4.7 Fourth Floor Sqm 299.28 2,394.25 479.00 25% 598.75 1,433,556.47 C7.4.8 Fifth Floor Sqm 299.28 2,394.25 489.00 25% 611.25 1,463,484.58 C7.4.9 Sixth Floor Sqm 299.28 2,394.25 489.00 25% 611.25 1,463,484.58 C7.4.10 Seventh Floor Sqm 299.28 2,394.25 489.00 25% 611.25 1,463,484.58

Same as item MAS-002 - 150mm thick solid concrete block wall at all levels, etc. complete as per the item above, cement mortar 1:6 with minimum crushing strength of 35kg/sq.cm.

Providing and constructing 100mm thick solid concrete block wall at all levels including a concrete band of 75mm thick with 2-nos of 8mm dia reinforcement rod (RI Steel shall be measured in relevant steel item) at every fifth course with M15 grade concrete mix incl. shuttering, staging, curing, etc., in cement mortar of 1:4 with minimum crushing strength of 35kg/sq.cm.





C7.4.11 Eighth Floor Sqm 299.28 2,394.25 489.00 25% 611.25 1,463,484.58 C7.4.12 Nineth Floor Sqm 299.28 2,394.25 499.00 25% 623.75 1,493,412.69 C7.4.13 Tenth Floor Sqm 299.28 2,394.25 499.00 25% 623.75 1,493,412.69 C7.4.14 Eleventh Floor Sqm 299.28 2,394.25 499.00 25% 623.75 1,493,412.69 C7.4.15 Twelveth Floor Sqm 299.28 2,394.25 499.00 25% 623.75 1,493,412.69 C7.4.16 Thirteenth Floor Sqm 299.28 2,394.25 509.00 25% 636.25 1,523,340.80 C7.4.17 Fourteenth Floor Sqm 299.28 2,394.25 509.00 25% 636.25 1,523,340.80 C7.4.18 Fitteenth Floor Sqm 299.28 2,394.25 509.00 25% 636.25 1,523,340.80 C7.4.19 sixteenth Floor Sqm 299.28 2,394.25 509.00 25% 636.25 1,523,340.80 C7.4.20 Seventeenth Floor Sqm 299.28 2,394.25 519.00 25% 648.75 1,553,268.91 C7.4.21 Eighthteenth Floor Sqm 299.28 2,394.25 519.00 25% 648.75 1,553,268.91 C7.4.22 Nineteenth Floor Sqm 299.28 2,394.25 519.00 25% 648.75 1,553,268.91 C7.4.23 Parapet Wall & Terrace Floor Sqm R/O R/O 519.00 25% 648.75 -

47884.98

C7.5 Cum R/O R/O 3,477.00 25% 4,346.25 -

-

C7.6 Sqm R/O R/O 4,989.00 25% 6,236.25 -

C7 Total for Masonary Works……. 78,059,955.03

C8 PLASTERING

C8.1

C8.1.1 Sub- Cellar Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53

Providing & Constructing 230mm thick burnt brick masonry using first class table moulded bricks in cement mortar 1:6 with minimum crushing strength of 45kg/sq.cm. with all necessary scaffolding , curing etc , complete as per the drawings and specifications

Providing & Constructing 150mm thick burnt brick masonry at all levels including a concrete band of 75mm thick with 2-nos of 8mm dia reinforcement rod (RI Steel shall be measured in relevant steel item) at every fifth course with M15 grade concrete mix incl. shuttering, staging, curing, etc., in cement mortar of 1:4 with minimum crushing strength of 45kg/sq.cm.

Note: The rate quoted shall include for providing drip moulds for projected concrete surfaces, providing and fixing Arpitha Galvanised Iron (GI) plaster mesh 200mm wide at junctions of RCC slabs, beams, columns, walls with necessary centering, scaffolding, curing for the specified period, at all levels, etc. complete.

Preparing the surface and plaster the ceilings, in cement mortar 1:4, upto 12mm thick with smooth finish to line and level at all levels including lead and lift of materials, hydrating the lime 24 hours before starting of work with necessary scaffolding, curing, etc., complete as per the specifications , drawings and as directed by Engineer-in Charge.





C8.1.2 Cellar Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53 C8.1.3 Ground/ Stilt Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53 C8.1.4 First Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53 C8.1.5 Second Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53 C8.1.6 Third Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53 C8.1.7 Fourth Floor Sqm 619.65 4,957.21 153.00 25% 191.25 948,065.53 C8.1.8 Fifth Floor Sqm 619.65 4,957.21 163.00 25% 203.75 1,010,030.60 C8.1.9 Sixth Floor Sqm 619.65 4,957.21 163.00 25% 203.75 1,010,030.60 C8.1.10 Seventh Floor Sqm 615.97 4,927.78 163.00 25% 203.75 1,004,036.11 C8.1.11 Eighth Floor Sqm 619.65 4,957.21 163.00 25% 203.75 1,010,030.60 C8.1.12 Nineth Floor Sqm 615.97 4,927.78 173.00 25% 216.25 1,065,633.42 C8.1.13 Tenth Floor Sqm 619.65 4,957.21 173.00 25% 216.25 1,071,995.67 C8.1.14 Eleventh Floor Sqm 615.97 4,927.78 173.00 25% 216.25 1,065,633.42 C8.1.15 Twelveth Floor Sqm 619.65 4,957.21 173.00 25% 216.25 1,071,995.67 C8.1.16 Thirteenth Floor Sqm 615.97 4,927.78 183.00 25% 228.75 1,127,230.73 C8.1.17 Fourteenth Floor Sqm 619.65 4,957.21 183.00 25% 228.75 1,133,960.74 C8.1.18 Fitteenth Floor Sqm 615.97 4,927.78 183.00 25% 228.75 1,127,230.73 C8.1.19 sixteenth Floor Sqm 619.65 4,957.21 183.00 25% 228.75 1,133,960.74 C8.1.20 Seventeenth Floor Sqm 615.97 4,927.78 193.00 25% 241.25 1,188,828.03 C8.1.21 Eighthteenth Floor Sqm 615.97 4,927.78 193.00 25% 241.25 1,188,828.03 C8.1.22 Nineteenth Floor Sqm 619.65 4,957.21 193.00 25% 241.25 1,195,925.80 C8.1.23 Terrace Floor Sqm 61.97 495.72 193.00 25% 241.25 119,592.58

109,348.29

C8.2

C8.2.1 Sub- Cellar Floor Sqm 201.81 1,614.45 172.00 25% 215.00 347,105.75 C8.2.2 Cellar Floor Sqm 201.81 1,614.45 172.00 25% 215.00 347,105.75 C8.2.3 Ground Floor Sqm 2018.06 16,144.45 172.00 25% 215.00 3,471,057.47 C8.2.4 First Floor Sqm 2019.75 16,157.97 172.00 25% 215.00 3,473,964.27 C8.2.5 Second Floor Sqm 2019.75 16,157.97 172.00 25% 215.00 3,473,964.27 C8.2.6 Third Floor Sqm 2019.75 16,157.97 172.00 25% 215.00 3,473,964.27 C8.2.7 Fourth Floor Sqm 2019.75 16,157.97 172.00 25% 215.00 3,473,964.27 C8.2.8 Fifth Floor Sqm 2019.75 16,157.97 182.00 25% 227.50 3,675,938.94 C8.2.9 Sixth Floor Sqm 2019.75 16,157.97 182.00 25% 227.50 3,675,938.94 C8.2.10 Seventh Floor Sqm 2080.92 16,647.38 182.00 25% 227.50 3,787,277.83 C8.2.11 Eighth Floor Sqm 2080.92 16,647.38 182.00 25% 227.50 3,787,277.83 C8.2.12 Nineth Floor Sqm 2080.92 16,647.38 192.00 25% 240.00 3,995,370.01 C8.2.13 Tenth Floor Sqm 2080.92 16,647.38 192.00 25% 240.00 3,995,370.01 C8.2.14 Eleventh Floor Sqm 2080.92 16,647.38 192.00 25% 240.00 3,995,370.01 C8.2.15 Twelveth Floor Sqm 2080.92 16,647.38 192.00 25% 240.00 3,995,370.01 C8.2.16 Thirteenth Floor Sqm 2080.92 16,647.38 202.00 25% 252.50 4,203,462.20

Preparing the surface and plaster all internal RCC / Masonry surface in cement mortar 1:6, upto 20mm thick in a single coat, smooth finished to line and plumb at all levels including lead and lifts with necessary scaffolding, curing, etc., complete as per the specifications , drawings and as directed by Engineer-in Charge.





C8.2.17 Fourteenth Floor Sqm 2080.92 16,647.38 202.00 25% 252.50 4,203,462.20 C8.2.18 Fitteenth Floor Sqm 2080.92 16,647.38 202.00 25% 252.50 4,203,462.20 C8.2.19 sixteenth Floor Sqm 2080.92 16,647.38 202.00 25% 252.50 4,203,462.20 C8.2.20 Seventeenth Floor Sqm 2080.92 16,647.38 212.00 25% 265.00 4,411,554.39 C8.2.21 Eighthteenth Floor Sqm 2080.92 16,647.38 212.00 25% 265.00 4,411,554.39 C8.2.22 Nineteenth Floor Sqm 2080.92 16,647.38 212.00 25% 265.00 4,411,554.39 C8.2.23 Terrace Floor Sqm 208.09 1,664.74 212.00 25% 265.00 441,155.44

334,401.80

C8.3

C8.3.1 Ground/ Stilt Floor Sqm 675.77 5,406.15 273.00 25% 341.25 1,844,850.19 C8.3.2 First Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.3 Second Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.4 Third Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.5 Fourth Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.6 Fifth Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.7 Sixth Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.8 Seventh Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.9 Eighth Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.10 Nineth Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.11 Tenth Floor Sqm 528.85 4,230.82 273.00 25% 341.25 1,443,768.14 C8.3.12 Eleventh Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.13 Twelveth Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.14 Thirteenth Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.15 Fourteenth Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.16 Fitteenth Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.17 sixteenth Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.18 Seventeenth Floor Sqm 528.85 4,230.82 288.00 25% 360.00 1,523,096.06 C8.3.19 Eighthteenth Floor Sqm 661.07 5,288.53 288.00 25% 360.00 1,903,870.08 C8.3.20 Nineteenth Floor Sqm 661.07 5,288.53 288.00 25% 360.00 1,903,870.08 C8.3.21 Terrace Floor & Above Sqm 871.00 6,967.99 288.00 25% 360.00 2,508,477.47

94,875.18

C8.4

C8.4.1 Ground/ Stilt Floor Sqm 238.23 1,905.84 140.00 25% 175.00 333,522.00

Preparing the surface and plaster 25mm to all external RCC / Masonry surface in cement mortar 1:4, in two coats, sand finished to required line and plumb at all levels including lead and lifts with necessary scaffolding, curing, waterproofing compound, using approved quality of waterproofing compound as per manufactures specification etc., complete as per the drawings and as directed by Engineer-in Charge.

Preparing the surface and providing rough plaster 10mm Thk in CM 1:6 on RCC/Masonry surface at all levels, to required level, line and plumb at all levels including lead and lifts with necessary scaffolding, curing etc, complete as per the specifications , drawings and as directed by Engineer-in Charge.





C8.4.2 First Floor Sqm 238.23 1,905.84 140.00 25% 175.00 333,522.00 C8.4.3 Second Floor Sqm 238.23 1,905.84 140.00 25% 175.00 333,522.00 C8.4.4 Third Floor Sqm 238.23 1,905.84 140.00 25% 175.00 333,522.00 C8.4.5 Fourth Floor Sqm 238.23 1,905.84 140.00 25% 175.00 333,522.00 C8.4.6 Fifth Floor Sqm 238.23 1,905.84 150.00 25% 187.50 357,345.00 C8.4.7 Sixth Floor Sqm 238.23 1,905.84 150.00 25% 187.50 357,345.00 C8.4.8 Seventh Floor Sqm 238.23 1,905.84 150.00 25% 187.50 357,345.00 C8.4.9 Eighth Floor Sqm 238.23 1,905.84 150.00 25% 187.50 357,345.00 C8.4.10 Nineth Floor Sqm 238.23 1,905.84 160.00 25% 200.00 381,168.00 C8.4.11 Tenth Floor Sqm 238.23 1,905.84 160.00 25% 200.00 381,168.00 C8.4.12 Eleventh Floor Sqm 238.23 1,905.84 160.00 25% 200.00 381,168.00 C8.4.13 Twelveth Floor Sqm 238.23 1,905.84 160.00 25% 200.00 381,168.00 C8.4.14 Thirteenth Floor Sqm 238.23 1,905.84 170.00 25% 212.50 404,991.00 C8.4.15 Fourteenth Floor Sqm 238.23 1,905.84 170.00 25% 212.50 404,991.00 C8.4.16 Fitteenth Floor Sqm 238.23 1,905.84 170.00 25% 212.50 404,991.00 C8.4.17 sixteenth Floor Sqm 238.23 1,905.84 170.00 25% 212.50 404,991.00 C8.4.18 Seventeenth Floor Sqm 238.23 1,905.84 180.00 25% 225.00 428,814.00 C8.4.19 Eighthteenth Floor Sqm 238.23 1,905.84 180.00 25% 225.00 428,814.00 C8.4.20 Nineteenth Floor Sqm 238.23 1,905.84 180.00 25% 225.00 428,814.00

38,116.80

C8.5

C8.5.1 Ground Floor Sqm 41.90 335.16 288.00 25% 360.00 120,657.60 C8.5.2 First Floor Sqm 41.90 335.16 288.00 25% 360.00 120,657.60 C8.5.3 Second Floor Sqm 41.90 335.16 288.00 25% 360.00 120,657.60 C8.5.4 Third Floor Sqm 41.90 335.16 288.00 25% 360.00 120,657.60 C8.5.5 Fourth Floor Sqm 41.90 335.16 288.00 25% 360.00 120,657.60 C8.5.6 Fifth Floor Sqm 41.90 335.16 298.00 25% 372.50 124,847.10 C8.5.7 Sixth Floor Sqm 41.90 335.16 298.00 25% 372.50 124,847.10 C8.5.8 Seventh Floor Sqm 41.90 335.16 298.00 25% 372.50 124,847.10 C8.5.9 Eighth Floor Sqm 41.90 335.16 298.00 25% 372.50 124,847.10 C8.5.10 Nineth Floor Sqm 41.90 335.16 308.00 25% 385.00 129,036.60 C8.5.11 Tenth Floor Sqm 41.90 335.16 308.00 25% 385.00 129,036.60 C8.5.12 Eleventh Floor Sqm 41.90 335.16 308.00 25% 385.00 129,036.60 C8.5.13 Twelveth Floor Sqm 41.90 335.16 308.00 25% 385.00 129,036.60 C8.5.14 Thirteenth Floor Sqm 41.90 335.16 318.00 25% 397.50 133,226.10 C8.5.15 Fourteenth Floor Sqm 41.90 335.16 318.00 25% 397.50 133,226.10 C8.5.16 Fitteenth Floor Sqm 41.90 335.16 318.00 25% 397.50 133,226.10 C8.5.17 sixteenth Floor Sqm 41.90 335.16 318.00 25% 397.50 133,226.10

External Plastering for Lintels/ Sunshades of 15mm thick in CM 1:4 (1 cement :4 fine sand) in single coat including mixing of water proofing compound , sponge finish including necessary scaffolding and curing etc., complete at all heights and locations as per specifications, drawings and as directed by Engineer-in Charge.





C8.5.18 Seventeenth Floor Sqm 41.90 335.16 328.00 25% 410.00 137,415.60 C8.5.19 Eighthteenth Floor Sqm 41.90 335.16 328.00 25% 410.00 137,415.60 C8.5.20 Nineteenth Floor Sqm 41.90 335.16 328.00 25% 410.00 137,415.60

6,703.20

C8.6 Sqm R/O R/O 282.00 25% 352.50 -

C8.7 Sqm R/O R/O 147.00 25% 183.75 -

C8.8

C8.8.1 25X12mm Rmt 192.96 1,543.68 57.00 25% 71.25 109,987.20

C8.9 Rmt 192.96 1,543.68 121.60 25% 152.00 234,639.36

C8 Sub-Total for Plastering Works……. 586,532.64 146,317,199.53

C9 WATERPROOFING WORKS

Note :-

C9.1

C9.1.1.1 Podium Sqm 4204.38 33,635.07 590.91 10% 650.00 21,862,793.33 C9.1.1.2 Cellar - Around the block s & drive ways Sqm 741.95 5,935.60 590.91 10% 650.00 3,858,140.00

Preparing the surfaces and Providing waterproof plaster with 20 mm thk water proof compound admixture (Fosroc or equivalent) as per manufacturer's instructions in cement mortar 1:4 at all levels for Retaing walls, sump and any other places etc, complete as per the specifications , drawings and as directed by Engineer-in Charge.

Providing and fixing in position galvanized expanded metal mesh 20 gauge (ARPITHA make or equivalent) at junctions of concrete and masonry and other locations as called for including fixing with GI nails. (For walls chased by service contractor)

Providing architectural groove in external plastering (Walls,Columns, Pedestals etc.,)at all heights (other than grooves at junctions of RCC and masonry) for specified width and depth as follows:

Providing architectural Band in external plastering at all heights for specified width, depth upto 150mm and 20mm thk as per the Architectural drawings and specifications

Providing waterproofing for the areas as per the following specifications listed below with a minimum guarantee period of 10 years and testing of treatment at intervals as specified.

Specialized agency to be approved by Client / Consultants. PRINCIPAL CONTRACTOR SHALL GIVE GUARANTEE FOR STIPULATED TIME FOR THE WATERPROOFING WORKS DONE AT SITE

Providing and applying waterproofing treatment to surfaces with all necessary tools and tackles etc., complete





C9.2 Sqm 0.00 - -

C9.3

C9.3.1 For Blocks - Sqm 0.00 - -

C9.4 Lift Pits Water Proofing

C9.4.1 Sqm 136.77 1,094.16 231.00 10% 254.10 278,026.06

C9.4.2 Sqm 136.77 1,094.16 232.00 10% 255.20 279,229.63

C9.5 Toilets, Utility, & Balcony/ Sitout Water Proofing

Treatment to construction joints in the Raft Slab and Retaining Wall of Basement and any other water retaining structuresProviding and fixing “Penebar/Hydroswell HDP 2010, 20 mm x 10 mm sized, hydrophilic Swellable Water bar fixed at construction joints in raft slab and retaining etc. complete

Waterproofing treatment to Grade slab (ONLY FOR GRADE SLAB)Providing & laying Polythene sheet of 100-150 micron thickness as a separation layer on the PCC, below grade slab also included, and also as per the instuctions of site incharge etc complete.

The first part consists of application of “Hydrocem” (Mastroseal / Brush Bond RFX equivalent) flexible polymer modified cementitious coating system applied in 2 coats at total doses 1 Kg per Sq. Mt to the internal surface of the water tank which includes fixing of Nylon mesh / Geo fabric with minimum over lap of 100mm after cleaning and brushing the concrete surface, grouting the porous area with cement grout and curing for 7 days, testing etc. complete

Second part consists Providing and laying waterproof and protective screed / plaster consisting of plaster of average 25 mm thick on the wall in cement mortar (1:3) and average 50 mm thick on the floor with 20mm metal half embedded randomly after first layer, including mixing Plastocrete Plus / Proofsol LWP Integral Waterproofing Compound @ 100ml per bag of cement making wattas at the junctions of floor and wall, testing & curing for 7 days etc. complete. (CEMENT COEFFICENT:0.432 Bags/Sqm)





C9.5.1 Sqm 4417.95 35,343.60 231.00 10% 254.10 8,980,809.78

C9.5.2 Sqm 4417.95 35,343.60 232.00 10% 255.20 9,019,687.74

C9.5.3 Cum 111.79 894.35 1737.00 10% 1,910.70 1,708,831.30

C9.6 Terrace Water Proofing

C9.6.1 Sqm 823.29 6,586.31 231.00 10% 254.10 1,673,581.88

Providing waterproofing for the Toilets by Surface method. The first part consists of application of two layer of Mastrseal-550(BASF)/ Hydrocem/ Brush Bond RFX or Equivalent waterproof coating (1.8 Kg/sqm) after base preparation, cleaning, brushing and removal of flacky materials, grouting the porous area with cementations grout, fixing of weep holes, Grouting of pipe outlets etc using Masterflow 918 and second layer of coating using the same coating when the first coating is still green. The coatings shall be applied at intervals and as per the manufacturers specifications. (Note:- Actual treated area shall be measured for payment) (CEMENT COEFFICENT:0.01 Bags/Sqm)

Providing waterproofing plastering over polymercoat in CM 1:4 of thickness 35mm for floor, 25mm for walls till floor level and 18mm till 300mm above floor level with water proof admixture (Rheomac 707/ Conplast X 421 IC) with a minimum guarantee period of 10 years. Note:- Actual treated area shall be measured for payment(CEMENT COEFFICENT:0.22 Bags/Sqm)

Providing and filling with Brick batts in sunken portions of utilities only including cost and conveyance of all materials and all labour charges etc., complete as per drawings & specifications and as directed by Engineer-In charge.

Providing waterproofing for Terraces by following one or all methods as per the specifications listed below with a minimum guarantee period of 10 years and Testing of treatment as per the requirements.

The first part consists of removal of loose particles, cleaning brushing the concrete making dust free surface. Testing and treatment for construction joints, leakages & honeycombs and cement grouting the porous area with FLOW CABLE 50admixture 250gms per bag. Applying first coat of Masterseal 550 EL/ Hydrocem/ Brush Bond RFX or equivalent polymer based flexible cementations waterproof coating applied in first coats in the form of slurry to the terrace slab and on the parapet wall upto 300 mm over the terrace slab complete. (Note:- Plan area shall be measured for payment) (CEMENT COEFFICENT:0.01 Bags/Sqm)





C9.6.1 Sqm 823.29 6,586.31 232.00 10% 255.20 1,680,826.82

C9.6.2 Cum 87.35 698.77 1737.00 10% 1,910.70 1,335,135.25

C9.7 Over Head Tank Water Proofing

C9.7.1 Sqm 246.99 1,975.89 231.00 10% 254.10 502,074.56

C9.7.2 Sqm 246.99 1,975.89 232.00 10% 255.20 504,248.05

C9.8

second part consists of water proofing the Terrace by providing protective layer of M15 Grade Concrete to required slope with average thickness of 50 - 75mm with waterproofing admixture as per manufacturer’s specification. Over and above one coat of cement plaster with CM 1:4 with water proofing compound (Rheomac 707/ Conplast X 421 IC) to be done with minimum thickness of 25mm. Proper gradient shall be maintained at rain water outlet. Impression marking of size 300 x 300 square with 3mm rod shall also be done. Treatment shall continue along parapet for 300mm height, water curing and testing for water tightness by pounding with water for 14 days etc. complete. Note:- Plan area shall be measured for payment. (CEMENT COEFFICENT:0.25 Bags/Sqm). This includes a minimum of 10 years warranty.

second part consists of water proofing the Terrace by providing protective layer of Brick batt Coba thickness of 150mm with waterproofing admixture as per manufacturer’s specification. Over and above one coat of cement plaster with CM 1:4 with water proofing compound (Rheomac 707/ Conplast X 421 IC) to be done with minimum thickness of 25mm. Proper gradient shall be maintained at rain water outlet. Impression marking of size 300 x 300 square with 3mm rod shall also be done. Treatment shall continue along parapet for 300mm height, water curing and testing for water tightness by pounding with water for 14 days etc. complete. Note:- Plan area shall be measured for payment. (CEMENT COEFFICENT:0.25 Bags/Sqm). This includes a minimum of 10 years warranty.

The first part consists of application of “Hydrocem” (Mastroseal / Brush Bond RFX equivalent) flexible polymer modified cementitious coating system applied in 2 coats at total doses 1 Kg per Sq. Mt to the internal surface of the water tank which includes fixing of Nylon mesh / Geo fabric with minimum over lap of 100mm after cleaning and brushing the concrete surface, grouting the porous area with cement grout and curing for 7 days, testing etc. complete

Second part consists Providing and laying waterproof and protective screed / plaster consisting of plaster of average 25 mm thick on the wall in cement mortar (1:3) and average 50 mm thick on the floor with 20mm metal half embedded randomly after first layer, including mixing Plastocrete Plus / Proofsol LWP Integral Waterproofing Compound @ 100ml per bag of cement making wattas at the junctions of floor and wall, testing & curing for 7 days etc. complete.(CEMENT COEFFICENT:0.432 Bags/Sqm)

Treatment to Expansion joint to Horizontal and Vertical joints at Podium upto 25 mm width





C9.8.1 Sqm 155.00 1,488.00 300.00 10% 330.00 491,040.00

C9.8.2 Rmt 155.00 1,240.00 1,500.00 10% 1,650.00 2,046,000.00

C9.9 Nos 800.00 6,400.00 200.00 10% 220.00 1,408,000.00

C9 Total for Water Proof Works ……. 140,291.72 55,628,424.40

C11 MISCELLANEOUS WORKS

C11.1 No's 30.00 240.00 225.00 10% 247.50 59,400.00

- C11.2 Drilling holes and providing lockset for fixing reinforcement - C11.2.1 8mm dia No's 2400.00 19,200.00 50.00 10% 55.00 1,056,000.00 C11.2.2 10mm dia No's 2400.00 19,200.00 50.00 10% 55.00 1,056,000.00 C11.2.3 12mm dia No's - - C11.2.4 16mm dia No's - - C11.2.5 20mm dia No's - -

-

C11.3 -

C11.3.1 Between 450 & 750mm long -

C11.3.2 50mm to 100mm dia Nos - - C11.3.3 100mm to 200mm dia Nos - - C11.3.4 200mm to 300mm dia Nos - -

Providing, placing and fixing in position 25mm thick High density thermocole of supreme make at all Expansion joints and separation joints at all levels and wherever specified to the required sizes andshapes.

Providing and applying Kemperol V210 waterproofing system of M/s. Kemper Systems, Germany or Equivalent in a strip of 225 mm width, including making edges of the expansion joints Backer rods, all as per manufacturers specification etc. complete.

GROUTING :- Cleaning the surface making dust free and grouting the pipe outlets of different diameters with non Shrink CONBEXTRA GP1/GP2 free flow grout at Toilets, Balcony & Utility etc completed

Providing and fixing in position the PVC coated steps of size 300x150mm for UG Sumps and OH Tank including placing 150mm inside concrete (while doing form work), aligning during concreting, grouting the junction if required, cleaning etc.,

Supplying and fixing G.I.Puddle Flanges of various dia and size made out of G.I with screwed ends, cap and plates for embedment in concrete as necessary with suitable accessories, consumables welding accessories including placing in position, grouting etc. Complete.





C11.3.5 300mm to 400mm dia Nos - - -

C11.4 Nos 400.00 3,200.00 350.00 10% 385.00 1,232,000.00

-

C11.5 Nos - -

-

C11.6 Nos 4.00 32.00 2,000.00 10% 2,200.00 70,400.00

-

C11.7 Rmt - -

C11.8 CoreCutting Holes for Podium Slab110mm Dia Nos 30 240.00 500.00 10% 550.00 132,000.00 120mm Dia Nos 30 240.00 500.00 10% 550.00 132,000.00

C11.9 LS 7,500,000.00

C11 Total for Miscellaneous Works(Shell & Core)……. 11,237,800.00

GRAND TOTAL (S & C ) 1,264,690,053.48

Providing Core cut holes in RCC slabs, RCC Walls of dia varying from 450mm to 1000mm using proper cutting tools without damaging the stability of the structure.

Making of Openings in masonry walls using proper cutting tools of varying size 300mm x 300mm to 750mm x 900mm and finishing the entire exposed surface with cement mortar plaster.

Supplyig and Fixing Heavy Duty Manhole Cover and Frame of "NECO" make, cover weighing not less than the following and being a size of 600mm x 600mm for UG sump including painting with two coats of anti-corrosive paint over a coat of primer etc.

Supply and fixing Galvanised Iron(GI/ PVC) waterstop of 230mm wide all water retaining structures as per the drawing with all sundry works extra complete.

Amount forMiscelienious Civil Works (Pergolas, Sub Cellar/Cellar Eminities like Toilet blocks Laundry, Car wash Points, Electrical & Communications Rooms, Fire Pump Room, etc,.)

book1

Documents

rheomac 707

shell core

staircases

columns m25

columns m20

ms pipe handrail

mt mt mt

rain water