DETAILED SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDORE DISTRICT-INDORE, (M.P.) B/TO :- AKVN INDORE FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights, Bombay Hospital Link Road, Indore MAIN COMMERCIAL BUILDING S.No. Particular of Item. No. Length Width Depth Unit 1 PLOT CLEANING AND LEVELLING WORK: 1.1 1.1.1 Main building: In ordinary soil. 1.0 48.00 27.00 -------- 1.1.2 Road area: In ordinary soil. 1.0 24.00 6.00 -------- 1.2 1.2.1 Main building: In ordinary soil. 1.0 48.00 27.00 -------- 1.2.2 Road area: In ordinary soil. 1.0 24.00 6.00 -------- 2 EXCAVATION WORK: 2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. M 2 M 2 2.3 : Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. M 2 M 2
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DETAILED SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDOREDISTRICT-INDORE, (M.P.)
B/TO :- AKVN INDORE
FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights, Bombay Hospital Link Road, Indore
MAIN COMMERCIAL BUILDING
S.No. Particular of Item. No. Length Width Depth Unit
1 PLOT CLEANING AND LEVELLING WORK:1.1
1.1.1 Main building: In ordinary soil. 1.0 48.00 27.00 --------1.1.2 Road area: In ordinary soil. 1.0 24.00 6.00 --------
1.2
1.2.1 Main building: In ordinary soil. 1.0 48.00 27.00 --------1.2.2 Road area: In ordinary soil. 1.0 24.00 6.00 --------
2 EXCAVATION WORK:
2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
M2 M2
2.3 : Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
M2 M2
DETAILED SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDORE
FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights,
Quantity
1152.00144.00
1152.00144.00
2.1 A. In Black Cotton Soil.2.1.1 a. Footings: Main Building .
2.6 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)
2.26 : Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means)
2.26.1.1 : Depth exceeding 1.5 m but not exceeding 3 m. M3
2.26.1.2 : Depth exceeding 3 m but not exceeding 4.5 m. M3
2.25 : Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming
2.27 : Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing complete
M3
M3
M3
M3
M3
M3
M3
M3
M3
2.28 : Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.
M3
M3
M3
M3
M3
M3
M3
M3
M3
2.32 : Preconstruction antitermite treatment to the building under construction by providing
Stage 1: Treating the bottom and the sides (upto 30cm hight of the excavated trench @ 5 litter per sqm of the surface area.
Stage 2: After masonry/RCC work, the backfill in the immdiate contact with the foundation structure treatment @ 7.5 litter per sqm. of the vertical surface of the substructure for each side.
Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm.
Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm.
Stage 5: Pumping the emulsion from outer side of the plinth below ground alround the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area)
Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Laying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to filled up soil within the plinth area before laying the subgrade for flooring.
M2
P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
Note : If Excess/ less cement over the specified cement content used is payable/ recoverable separately)
5.28 : Extra for providing richer mixes at all floor levels. 5.9.21 : Lintels, beams, columns, girders, bressumers and cantilevers with water proof ply 12mm thick (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works)
b. Windows seal Projection Windows, W-1 21.0 2.00 0.60 0.10 W-2 1.0 3.20 0.60 0.10 W-3 2.0 2.30 0.60 0.10
5.9.21 : Lintels, beams, columns, girders, bressumers and cantilevers with water proof ply 12mm thick (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works)
M2
Providing and laying Damp proof Course 50mm thick with concrete designation M-15 with 20mm nominal size graded stone aggregates (crushed) mechanically mixed.
M2
R.C.C. M: 30, WORK IN SUPER STRUCTURE: ABOVE STILT PARKING FLOOR LEVE = -+0.15 MT. AND UP TO TERRACE LEVEL = + 38.25 MT.
5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
5.31.2 : All works above plinth level and upto floor V level.
Note : If Excess/ less cement over the specified cement content used is payable/ recoverable separately)
f-1. First Floor roof Slab side FFRS-1 2.0 24.60 0.15 FFRS-2 1.0 12.10 0.15
TOTAL F.F. R.C.C. M:30, GENERAL SHUTTERING
C-6 1.0 2.40 1.20 C-7 1.0 2.40 1.20b. Windows seal, Stair case Tower W-3 4.0 1.80 0.10 W-4 4.0 1.60 0.10#REF!#REF! #REF! #REF! #REF!d. Tower roof Slab side
#REF! #REF! #REF!TOTAL S.F.
13 REINFORCEMENT:
REINFORCEMENT UPTO PLINTH LEVEL:(i). REINFORCEMENT AS PER;
a. Plinth Slab 8MM Dia bars @ 200MM C/C Both ways
PS-1 Parallel to Short span 1.0 44.36 264.00 0.39 Kg Parallel to Long span 1.0 53.92 190.59 0.39 Kg PS-2 Parallel to Short span 1.0 7.17 99.75 0.39 Kg
Parallel to Long span 1.0 20.71 27.86 0.39 Kg
PS-3 Parallel to Short span 2.0 12.06 22.30 0.39 Kg
Parallel to Long span 2.0 5.22 51.81 0.39 Kg
PS-4 Parallel to Short span 2.0 15.40 144.50 0.39 Kg
Parallel to Long span 2.0 29.56 76.00 0.39 Kg
M2 M2 M2
M2 M2 M2
M2
TOTAL F.F. R.C.C. M:30, WHEATHER SHED SHUTTERING M2
K. STAIR CASE TOWER & LIFT MACHINE ROOM AT TERRACE LEVEL:a. Columns above Terrace Floor and upto Parapet wall, 1.2 MT ht.
M2 M2
M2 M2
M2
M2 M2
Cold twisted steel and hot rolled deformed steel reinforcement for RCC work i/c cutting, bending, binding & placing in position complete i/c cost of binding wires.
R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.28 : Extra for providing richer mixes at all floor levels.
66.407.8974.29
7.381.829.20
1011.24
20.16
2.882.88
0.720.64
#REF!
#REF!#REF!
4567.31
4007.90
278.93
225.03
209.77
210.97
1735.73
1752.32
PS-5 Parallel to Short span 1.0 10.68 141.43 0.39 Kg
Parallel to Long span 1.0 25.20 45.38 0.39 Kg
PS-6 Parallel to Short span 1.0 4.12 29.85 0.39 Kg
Parallel to Long span 1.0 5.70 15.68 0.39 Kg
Parallel to Short span 1.0 15.00 20.50 0.39 Kg
Parallel to Long span 1.0 4.60 74.00 0.39 Kg
0 Parallel to Short span 1.0 2.76 23.46 0.39 Kg
Parallel to Long span 1.0 4.53 9.00 0.39 Kg
Parallel to Short span #REF! #REF! #REF! 0.39 Kg
Parallel to Long span #REF! #REF! #REF! 0.39 Kg
#REF! Parallel to Short span #REF! #REF! #REF! 0.39 Kg
Parallel to Long span #REF! #REF! #REF! 0.62 Kg
0 8MM Dia bars @ 200MM C/C Both ways
Parallel to Short span 1.0 2.80 13.00 0.39 Kg Parallel to Long span 1.0 3.40 11.10 0.39 Kg
Total Kg#REF! Kg
(ii). REINFORCEMENT AS PER;#REF!a. Footings Main building#REF! F-1 6.0 7.60 47.66 0.89 Kg
Extra Bottom 1.0 1.95 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 12.00 2.46 Kg Stirrups 1.0 42.33 1.50 0.39 Kg0 1.0 6.84 4.00 0.89 Kg Extra Top 1.0 1.45 2.00 0.89 Kg
Extra Bottom 1.0 1.95 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 12.00 2.46 Kg Stirrups 1.0 37.67 1.50 0.39 Kg#REF! #REF! #REF! 6.00 0.89 Kg Extra Top 1.0 1.90 3.00 1.58 Kg
Stirrups 3.0 26.20 1.50 0.39 Kg0 1.0 5.14 5.00 0.89 Kg Extra Top 1.0 1.50 6.00 0.89 Kg
1.0 2.50 6.00 0.89 Kg Extra Bottom 1.0 2.35 6.00 0.89 Kg
1.0 2.35 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 26.00 1.50 0.39 Kg0 1.0 6.35 5.00 0.89 Kg Extra Top 1.0 1.50 3.00 0.89 Kg
1.0 2.50 6.00 0.89 Kg1.0 2.85 2.00 1.58 Kg
Extra Bottom 1.0 1.90 3.00 1.58 Kg1.0 2.35 8.00 0.89 Kg1.0 2.89 2.00 1.58 Kg
Separation Bars, 20MM dia. 1.0 0.30 30.00 2.46 Kg Stirrups 1.0 26.87 1.50 0.39 KgSB-8 1.0 4.71 5.00 0.89 Kg Extra Top 1.0 2.10 2.00 0.89 Kg
1.0 1.60 3.00 0.89 Kg Extra Bottom 1.0 1.86 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 22.80 1.50 0.39 Kg0 1.0 3.56 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 19.40 1.50 0.39 KgSB-9 1.0 4.68 5.00 0.89 Kg Extra Top 1.0 1.70 6.00 0.89 Kg
1.0 2.50 6.00 0.89 Kg Extra Bottom 1.0 2.20 2.00 0.89 Kg
1.0 2.35 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.30 22.00 2.46 Kg Stirrups 1.0 19.34 1.50 0.39 Kg0 2.0 3.69 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 2.0 20.27 1.50 0.39 KgSB-10 3.0 1.70 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 3.0 7.00 1.50 0.39 Kg#REF! #REF! #REF! 5.00 0.89 Kg Extra Top 1.0 1.50 6.00 0.89 Kg
1.0 2.50 6.00 0.89 Kg Extra Bottom 1.0 2.35 6.00 0.89 Kg
1.0 2.35 2.00 0.89 Kg Separation Bars, 20MM dia. #REF! 0.30 14.00 2.46 Kg Stirrups #REF! 0.67 44.10 0.39 Kg
3.0 1.92 5.00 0.89 Kg Extra Top 1.0 1.55 2.00 0.89 Kg
1.0 2.40 3.00 0.89 Kg Extra Bottom 1.0 1.60 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 9.00 2.46 Kg Stirrups #REF! #REF! #REF! 0.39 Kg0 2.0 2.30 4.00 0.89 Kg Extra Top 1.0 1.45 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg
Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 11.00 1.50 0.39 Kg0 1.0 6.89 5.00 0.89 Kg Extra Top 1.0 1.90 3.00 1.58 Kg
1.0 2.65 3.00 0.89 Kg1.0 2.50 2.00 0.89 Kg
Extra Bottom 1.0 2.50 6.00 1.58 Kg1.0 2.25 2.00 1.58 Kg1.0 2.20 2.00 0.89 Kg1.0 2.35 6.00 1.58 Kg
Separation Bars, 20MM dia. 1.0 0.20 22.00 2.46 Kg Stirrups 2.0 26.87 1.50 0.39 Kg0 1.0 5.17 5.00 0.89 Kg Extra Top 1.0 1.80 2.00 1.58 Kg
1.0 2.25 3.00 0.89 Kg Extra Bottom 1.0 2.40 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 25.86 1.50 0.39 KgBeams in -Y- direction 0.0 1.34 5.00 0.89 Kg Extra Top 1.0 1.60 3.00 0.89 Kg
1.0 2.10 2.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 1.00 -0.10 0.39 KgSB-1 10.0 10.75 5.00 0.89 Kg Extra Top 1.0 1.60 3.00 0.89 Kg
Stirrups 5.0 2.30 1.67 0.39 Kg C-8 2.0 3.94 4.00 0.89 Kg Stirrups 2.0 2.30 1.67 0.39 Kg C-9 2.0 3.94 12.00 1.58 Kg
2.0 3.94 4.00 0.89 Kg Stirrups 2.0 3.30 #REF! 0.39 Kg C-10 2.0 3.94 8.00 2.46 Kg
5.0 3.94 6.00 1.58 Kg Stirrups 5.0 7.30 1.67 0.39 Kg C-11 4.0 3.94 4.00 2.46 Kg
4.0 3.94 8.00 1.58 Kg Stirrups 4.0 2.90 1.00 0.39 Kg C-12 4.0 3.94 6.00 2.46 Kg
16.0 1.54 8.00 1.58 Kg Stirrups 16.0 2.30 1.67 0.39 Kg C-13 4.0 #REF! 4.00 2.46 Kg
4.0 #REF! 6.00 1.58 Kg Stirrups 4.0 2.30 1.67 0.39 Kg
Kg#REF!#REF! #REF! #REF! 8.00 1.58 Kg
#REF! #REF! 4.00 2.46 Kg Stirrups #REF! 2.70 #REF! 0.39 Kg#REF! #REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 2.46 Kg
#REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg
Kg
b. Windows seal Projection Windows, W-1 21.0 1.90 2.00 0.62 Kg Stirrups 21.0 0.65 11.00 0.39 Kg W-2 1.0 3.10 2.00 0.62 Kg Stirrups 1.0 0.65 17.00 0.39 Kg W-3 2.0 2.20 2.00 0.62 Kg Stirrups 2.0 0.65 12.50 0.39 Kg Vantilators, V-1 3.0 0.90 2.00 0.62 Kg Stirrups 3.0 0.65 6.00 0.39 Kg
Kgc. Lintel GFL-1 21.0 5.30 4.00 0.62 Kg Stirrups 21.0 0.25 13.50 0.39 Kg GFL-2 1.0 4.50 4.00 0.62 Kg Stirrups 1.0 0.25 19.50 0.39 Kg GFL-3 2.0 3.60 4.00 0.62 Kg Stirrups 2.0 0.25 14.50 0.39 Kg GFL-4 3.0 2.30 4.00 0.62 Kg Stirrups 3.0 0.25 8.00 0.39 Kg
Kgd. Wheather shed Windows, W-1 21.0 2.30 5.33 0.39 Kg Main bars 21.0 0.77 21.00 0.62 Kg W-2 1.0 3.50 5.33 0.39 Kg Main bars 1.0 0.77 31.00 0.62 Kg W-3 2.0 2.60 5.00 0.39 Kg
Extra Bottom 1.0 2.75 13.00 1.58 Kg30.0 2.25 2.00 1.58 Kg1.0 3.05 3.00 1.58 Kg
Separation Bars, 20MM dia. 2.0 0.20 48.00 2.46 Kg Stirrups 1.0 1.84 43.10 0.39 Kg0 2.0 5.57 3.00 0.89 Kg
33.0 5.57 2.00 1.58 Kg Extra Top 1.0 1.40 3.00 0.89 Kg
1.0 2.20 4.00 1.58 Kg30.0 1.90 4.00 0.89 Kg
Extra Bottom 1.0 1.95 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 10.00 2.46 Kg Stirrups 2.0 1.84 45.90 0.39 Kg0 33.0 8.48 5.00 0.89 Kg Extra Top 1.0 2.25 9.00 1.58 Kg Extra Bottom 1.0 3.00 4.00 1.58 Kg Separation Bars, 20MM dia. 30.0 0.20 7.00 2.46 Kg Stirrups 33.0 1.84 75.00 0.39 Kg0 1.0 5.27 5.00 1.58 Kg Extra Top 1.0 5.15 3.00 1.58 Kg
30.0 2.60 4.00 1.58 Kg Extra Bottom 1.0 3.70 3.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 9.00 2.46 Kg Stirrups 1.0 1.84 39.30 0.39 Kg0 1.0 4.45 7.00 0.89 Kg Extra Top 1.0 1.40 4.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 1.84 34.70 0.39 Kg
2.0 11.13 5.00 1.58 Kg Extra Top 2.0 4.35 4.00 1.58 Kg
2.0 2.30 6.00 1.58 Kg Extra Bottom 2.0 2.85 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 7.00 2.46 Kg Stirrups 2.0 1.64 97.90 0.39 Kg0 30.0 8.48 6.00 0.89 Kg Extra Top 1.0 1.70 8.00 0.89 Kg
2.0 2.20 3.00 0.89 Kg Extra Bottom 1.0 1.95 4.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 10.00 2.46 Kg Stirrups 30.0 1.64 75.00 0.39 Kg
1.0 6.58 6.00 1.58 Kg Extra Top 1.0 2.40 12.00 1.58 Kg Extra Bottom 1.0 3.60 4.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 6.00 2.46 Kg Stirrups 1.0 1.64 56.00 0.39 Kg0 2.0 5.29 3.00 0.89 Kg
2.0 5.65 3.00 1.58 Kg2.0 0.80 3.00 1.58 Kg
Extra Top 2.0 1.55 8.00 1.58 Kg2.0 2.40 6.00 1.58 Kg2.0 2.50 3.00 1.58 Kg
Extra Bottom 2.0 2.00 2.00 1.58 Kg2.0 2.35 4.00 1.58 Kg2.0 2.00 3.00 0.89 Kg
Separation Bars, 20MM dia. 2.0 0.20 22.00 2.46 Kg Stirrups 2.0 1.64 43.10 0.39 Kg
0 1.0 6.34 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg
1.0 5.10 4.00 1.58 Kg Extra Bottom 1.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 1.64 50.00 0.39 Kg0 1.0 7.25 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg
1.0 5.10 4.00 1.58 Kg Extra Bottom 1.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 1.64 59.10 0.39 Kg0 1.0 7.03 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg
1.0 5.10 4.00 1.58 Kg Extra Bottom 1.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 1.64 56.90 0.39 Kg0 2.0 8.14 6.00 1.58 Kg Extra Top 2.0 3.00 8.00 2.46 Kg
2.0 5.10 4.00 1.58 Kg Extra Bottom 2.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.30 14.00 2.46 Kg Stirrups 2.0 1.64 68.00 0.39 KgSRB-4 3.0 2.34 6.00 1.58 Kg Extra Top 3.0 3.00 4.00 2.46 Kg
3.0 5.10 8.00 1.58 Kg3.0 2.10 3.00 1.58 Kg
Extra Bottom 3.0 4.40 8.00 1.58 Kg3.0 2.90 3.00 1.58 Kg
Separation Bars, 20MM dia. 3.0 0.30 21.00 2.46 Kg Stirrups 3.0 1.84 10.00 0.39 Kg0 1.0 5.37 6.00 1.58 Kg Extra Top 1.0 2.10 4.00 1.58 Kg
1.0 2.75 3.00 1.58 Kg1.0 1.45 2.00 1.58 Kg
Extra Bottom 1.0 2.90 4.00 1.58 Kg1.0 1.86 4.00 0.89 Kg
Separation Bars, 20MM dia. 1.0 0.20 10.00 2.46 Kg Stirrups 1.0 1.84 40.30 0.39 KgSRB-5 3.0 4.18 5.00 0.89 Kg Extra Top 3.0 1.45 4.00 1.58 Kg Extra Bottom 3.0 1.90 2.00 1.58 Kg Separation Bars, 20MM dia. 3.0 0.20 6.00 2.46 Kg Stirrups 3.0 1.64 32.00 0.39 Kg0 2.0 2.94 6.00 1.58 Kg Extra Top 2.0 3.00 8.00 2.46 Kg
2.0 5.10 4.00 1.58 Kg Extra Bottom 2.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.30 14.00 2.46 Kg Stirrups 2.0 1.64 16.00 0.39 Kg0 1.0 2.35 5.00 0.89 Kg Extra Top 1.0 1.45 4.00 1.58 Kg Extra Bottom 1.0 1.90 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 6.00 2.46 Kg Stirrups 1.0 1.64 13.70 0.39 Kg0 1.0 5.69 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg
1.0 5.10 4.00 1.58 Kg Extra Bottom 1.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 1.64 50.50 0.39 Kg
1.0 3.97 5.00 0.89 Kg Extra Top 1.0 1.25 4.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 1.64 29.90 0.39 KgSRB-6 1.0 4.18 5.00 0.89 Kg Extra Top 1.0 1.45 4.00 1.58 Kg Extra Bottom 1.0 1.90 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 6.00 2.46 Kg Stirrups 1.0 1.44 32.00 0.39 KgSRB-7 3.0 2.34 5.00 0.89 Kg Extra Top 3.0 1.80 4.00 0.89 Kg
3.0 2.65 3.00 0.89 Kg3.0 2.50 22.00 0.89 Kg
Extra Bottom 3.0 2.35 8.00 0.89 Kg3.0 2.35 8.00 2.46 Kg
Separation Bars, 20MM dia. 3.0 0.30 22.00 2.46 Kg Stirrups 3.0 1.44 10.00 0.39 KgSRB-1 7.0 8.33 3.00 0.89 Kg Bottom Straight Bars 7.0 8.69 3.00 1.58 Kg Extra Top 7.0 1.85 4.00 1.58 Kg
7.0 2.25 3.00 1.58 Kg Extra Bottom 7.0 2.40 3.00 1.58 Kg Separation Bars, 20MM dia. 7.0 0.20 9.00 2.46 Kg Stirrups 7.0 2.04 73.50 0.39 Kg0 1.0 8.48 5.00 0.89 Kg Extra Top 1.0 1.55 2.00 0.89 Kg
1.0 2.10 2.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 5.00 2.46 Kg Stirrups 1.0 2.04 75.00 0.39 Kg0 12.0 8.23 3.00 0.89 Kg Bottom Straight Bars 12.0 8.59 3.00 1.58 Kg Extra Top 12.0 1.65 8.00 1.58 Kg Extra Bottom 12.0 2.50 3.00 1.58 Kg Separation Bars, 20MM dia. 12.0 0.20 8.00 2.46 Kg Stirrups 12.0 2.04 72.50 0.39 Kg0 9.0 8.38 5.00 0.89 Kg Extra Top 9.0 1.55 3.00 0.89 Kg
9.0 2.20 4.00 0.89 Kg9.0 2.80 4.00 0.89 Kg
Extra Bottom 9.0 1.90 4.00 0.89 Kg9.0 2.52 6.00 0.89 Kg
Separation Bars, 20MM dia. 9.0 0.20 19.00 2.46 Kg Stirrups 9.0 2.04 74.00 0.39 Kg
Kg
0 Kg
f. Stilt Floor roof Slab SFRS-1 Parallel to Short span 2.0 11.45 23.33 0.62 Kg Alternate extra at top over discontinious edge 4.0 1.60 12.67 0.89 Kg Alternate extra at top over continious edge 6.0 2.50 12.67 0.62 Kg Alternate extra at bottom 8.0 11.45 2.20 0.62 Kg
Parallel to Long span 2.0 6.44 36.70 0.39 Kg Alternate extra at top over discontinious edge 4.0 1.60 20.35 0.62 Kg Alternate extra at top over continious edge 1.0 2.50 20.35 0.39 Kg Alternate extra at bottom 14.0 6.44 1.72 0.39 Kg0 Parallel to Short span 23.0 8.90 27.40 0.62 Kg Alternate extra at top over discontinious edge 46.0 1.60 14.20 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 14.20 0.62 Kg Alternate extra at bottom 92.0 8.90 2.20 0.62 Kg Parallel to Long span 23.0 6.44 48.38 0.39 Kg Alternate extra at top over discontinious edge 46.0 1.60 24.69 0.62 Kg Alternate extra at top over continious edge 1.0 2.50 24.69 0.39 Kg Alternate extra at bottom 2.0 6.44 8.10 0.39 Kg0 Parallel to Short span 1.0 6.33 64.60 0.89 Kg Alternate extra at top over discontinious edge 2.0 1.60 32.80 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 32.80 0.62 Kg Alternate extra at bottom 2.0 6.33 7.92 0.62 Kg Parallel to Long span 1.0 9.38 40.20 0.89 Kg Alternate extra at top over discontinious edge 2.0 1.60 20.60 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 20.60 0.62 Kg Alternate extra at bottom 2.0 9.38 6.15 0.89 Kg0 Parallel to Short span 6.0 4.80 53.33 0.62 Kg Alternate extra at top over discontinious edge 12.0 1.30 27.67 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 27.67 0.89 Kg Alternate extra at bottom 12.0 4.80 7.32 0.62 Kg Parallel to Long span 6.0 8.72 22.35 0.39 Kg Alternate extra at top over discontinious edge 12.0 1.30 11.68 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 11.68 0.62 Kg Alternate extra at bottom 2.0 8.72 5.10 0.39 Kg0 Parallel to Short span 8.0 5.00 53.33 0.62 Kg Alternate extra at top over discontinious edge 16.0 1.30 27.67 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 27.67 0.89 Kg Alternate extra at bottom 16.0 5.00 7.32 0.62 Kg Parallel to Long span 8.0 8.72 23.17 0.39 Kg Alternate extra at top over discontinious edge 16.0 1.30 12.09 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 12.09 0.62 Kg Alternate extra at bottom 2.0 8.72 5.05 0.39 Kg0 Parallel to Short span 1.0 5.85 31.33 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.30 16.67 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 16.67 0.89 Kg Alternate extra at bottom 2.0 5.85 5.20 0.62 Kg Parallel to Long span 1.0 5.62 27.52 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.30 14.26 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 14.26 0.62 Kg Alternate extra at bottom 2.0 5.62 5.79 0.39 Kg0 Parallel to Short span 1.0 4.15 21.00 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.40 11.00 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 11.00 0.89 Kg Alternate extra at bottom 2.0 4.15 3.80 0.62 Kg Parallel to Long span 1.0 4.12 15.59 0.39 Kg
184.3780.7619.8460.33
3477.44930.160.00
1116.842794.471126.54
24.0740.69
363.9493.410.0062.17335.6058.670.00
102.68
952.26384.100.00
261.41456.14112.940.0034.69
1322.58512.130.00
363.07630.50155.880.0034.35
113.6338.560.0037.7260.3322.990.0025.38
54.0327.410.0019.5525.05
Alternate extra at top over discontinious edge 2.0 1.40 8.29 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 8.29 0.62 Kg Alternate extra at bottom 2.0 4.12 3.70 0.39 Kg0 Parallel to Short span 1.0 9.35 31.00 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.40 16.50 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 16.50 0.89 Kg Alternate extra at bottom 2.0 9.35 4.64 0.62 Kg Parallel to Long span 1.0 5.67 46.00 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.40 23.50 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 23.50 0.62 Kg Alternate extra at bottom 2.0 5.67 8.70 0.39 Kg0 Parallel to Short span 1.0 5.60 43.35 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.30 22.18 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 22.18 0.89 Kg Alternate extra at bottom 2.0 5.60 8.40 0.62 Kg Parallel to Long span 1.0 8.32 25.00 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.30 13.00 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 13.00 0.62 Kg Alternate extra at bottom 2.0 8.32 5.34 0.39 Kg0 Parallel to Short span 1.0 8.60 37.00 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.60 19.00 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 19.00 0.89 Kg Alternate extra at bottom 2.0 8.60 5.20 0.62 Kg Parallel to Long span 1.0 5.67 46.25 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.60 23.62 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 23.62 0.62 Kg Alternate extra at bottom 2.0 5.67 8.40 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.30 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.30 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg
14.400.0011.89
179.7341.120.0053.80101.7140.790.0038.48
150.52
51.32
0.00
58.33
81.12
20.96
0.00
34.65
197.2854.110.0055.45102.2646.870.0037.15
#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
#REF!#REF!
Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.62 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.89 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.62 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.89 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.62 Kg
Kg
0 Kg
g. Stilt Floor Stair Case First flight Vast slab 1.0 2.10 21.46 1.58 Kg
1.0 3.76 8.50 1.58 Kg Landing 1.0 2.70 23.00 1.58 Kg
1.0 4.02 11.50 1.58 Kg
#REF!#REF!#REF!#REF!#REF!#REF!
#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
1647.25
71.2050.5498.1273.04
Second flight Vast slab 1.0 2.10 21.69 1.58 Kg
1.0 3.76 8.50 1.58 Kg Landing 1.0 2.70 23.00 1.58 Kg
1.0 4.02 11.50 1.58 KgKg
#REF! Kg
0 Kg
TOTAL G.F. REINFORCEMENT Kg
B. PODIUM FLOOR :
C-1 12.0 5.33 10.00 1.58 Kg Stirrups 12.0 2.30 29.66 0.39 Kg C-2 9.0 5.33 10.00 2.46 Kg Stirrups 9.0 1.70 29.66 0.39 Kg C-3 3.0 5.33 6.00 2.46 Kg Stirrups 3.0 1.70 29.66 1.58 Kg C-4 10.0 5.33 17.67 0.39 Kg Stirrups 10.0 1.90 29.66 0.89 Kg C-5 9.0 5.33 17.67 0.39 Kg Stirrups 9.0 2.10 29.66 1.58 Kg C-6 3.0 5.33 4.00 2.46 Kg Stirrups 3.0 1.10 29.66 0.39 Kg C-8 2.0 5.33 4.00 1.58 Kg Stirrups 2.0 1.70 29.66 0.39 Kg C-9 2.0 5.33 4.00 0.89 Kg Stirrups 2.0 3.30 29.66 0.39 Kg C-10 5.0 5.33 12.00 0.89 Kg Stirrups 5.0 7.30 29.66 0.39 Kg Staff Rooms Kg
#REF! Kg
0 Kg
b. Windows seal Windows, W-1 5.0 1.90 2.00 0.62 Kg Stirrups 5.0 0.65 11.00 0.39 Kg W-2 1.0 3.10 2.00 0.62 Kg Stirrups 1.0 0.65 17.00 0.39 Kg W-3 0.0 2.20 2.00 0.62 Kg Stirrups 0.0 0.65 12.50 0.39 Kg Vantilators, V-1 3.0 1.05 2.00 0.62 Kg Stirrups 3.0 0.65 6.00 0.39 Kg
c. Lintel FFL-1 5.0 3.30 4.00 0.62 Kg Stirrups 5.0 0.25 13.50 0.39 Kg FFL-2 1.0 4.50 4.00 0.62 Kg Stirrups 1.0 0.25 19.50 0.39 Kg FFL-3 0.0 3.60 4.00 0.62 Kg Stirrups 0.0 0.25 14.50 0.39 Kg FFL-4 3.0 2.30 4.00 0.62 Kg
a. Columns above Podium Floor level = +3.25MT. and upto First floor level = + 8.25 MT. Level
d. Wheather shed Windows, W-1 5.0 2.30 5.33 0.39 Kg Main bars 5.0 0.77 21.00 0.60 Kg W-2 1.0 3.50 5.33 0.39 Kg Main bars 1.0 0.77 31.00 0.60 Kg W-3 0.0 2.60 5.00 0.39 Kg Main bars 0.0 0.77 23.83 0.60 Kg Vantilators, V-1 3.0 1.30 5.00 0.39 Kg Main bars 3.0 0.77 13.00 0.60 Kg
e. Podium floor roof Slab BeamsPRB-1 1.0 10.48 5.00 1.58 Kg Extra Top 2.0 2.00 3.00 1.58 Kg
33.0 2.00 3.00 2.46 Kg1.0 3.00 17.00 1.58 Kg
Extra Bottom 1.0 2.75 13.00 1.58 Kg30.0 2.25 2.00 1.58 Kg1.0 3.05 3.00 1.58 Kg
Separation Bars, 20MM dia. 2.0 0.20 48.00 2.46 Kg Stirrups 1.0 1.84 75.00 0.39 Kg0 1.0 9.28 3.00 0.89 Kg
33.0 5.57 2.00 1.58 Kg Extra Top 1.0 1.40 3.00 0.89 Kg
1.0 2.20 4.00 1.58 Kg30.0 1.90 4.00 0.89 Kg
Extra Bottom 1.0 1.95 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 10.00 2.46 Kg Stirrups 2.0 1.84 63.00 0.39 KgPRB-2 1.0 11.34 5.00 0.89 Kg Extra Top 1.0 2.25 9.00 1.58 Kg Extra Bottom 1.0 3.00 4.00 1.58 Kg Separation Bars, 20MM dia. 30.0 0.20 7.00 2.46 Kg Stirrups 33.0 1.84 83.60 0.39 Kg0 1.0 10.72 7.00 0.89 Kg Extra Top 1.0 1.40 4.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 1.84 77.40 0.39 Kg
1.0 7.01 5.00 1.58 Kg Extra Top 2.0 4.35 4.00 1.58 Kg
2.0 2.30 6.00 1.58 Kg Extra Bottom 2.0 2.85 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 7.00 2.46 Kg Stirrups 2.0 1.64 40.30 0.39 Kg0 1.0 7.95 6.00 0.89 Kg Extra Top 1.0 1.70 8.00 0.89 Kg
2.0 2.20 3.00 0.89 Kg Extra Bottom 1.0 1.95 4.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 10.00 2.46 Kg Stirrups 30.0 1.64 49.70 0.39 Kg0 3.0 9.03 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg
1.0 5.10 4.00 1.58 Kg Extra Bottom 1.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 1.64 56.90 0.39 Kg0 1.0 9.16 5.00 0.89 Kg
Extra Top 3.0 1.80 4.00 0.89 Kg3.0 2.65 3.00 0.89 Kg3.0 2.50 22.00 0.89 Kg
Extra Bottom 3.0 2.35 8.00 0.89 Kg3.0 2.35 8.00 2.46 Kg
Separation Bars, 20MM dia. 3.0 0.30 22.00 2.46 Kg Stirrups 3.0 1.44 61.80 0.39 Kg0 1.0 7.29 3.00 0.89 Kg Bottom Straight Bars 7.0 7.65 3.00 1.58 Kg Extra Top 7.0 1.85 4.00 1.58 Kg
7.0 2.25 3.00 1.58 Kg Extra Bottom 7.0 2.40 3.00 1.58 Kg Separation Bars, 20MM dia. 7.0 0.20 9.00 2.46 Kg Stirrups 7.0 2.04 28.40 0.39 Kg0 2.0 7.57 3.00 0.89 Kg Bottom Straight Bars 12.0 8.59 3.00 1.58 Kg Extra Top 12.0 1.65 8.00 1.58 Kg Extra Bottom 12.0 2.50 3.00 1.58 Kg Separation Bars, 20MM dia. 12.0 0.20 8.00 2.46 Kg Stirrups 12.0 2.04 30.93 0.39 Kg0 37.0 11.46 5.00 0.89 Kg Extra Top 9.0 4.63 3.00 0.89 Kg
9.0 5.28 4.00 0.89 Kg9.0 5.88 4.00 0.89 Kg
Extra Bottom 9.0 4.98 4.00 0.89 Kg9.0 5.60 6.00 0.89 Kg
Separation Bars, 20MM dia. 9.0 3.28 19.00 2.46 Kg Stirrups 9.0 5.12 62.17 0.39 Kgf. Podium Floor roof Slab FFRS-1 Parallel to Short span 2.0 11.20 21.0 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.40 11.0 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 11.0 0.89 Kg Alternate extra at bottom 2.0 4.15 3.8 0.62 Kg Parallel to Long span 1.0 6.72 15.6 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.40 8.3 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 8.3 0.62 Kg Alternate extra at bottom 2.0 4.12 3.7 0.39 Kg FFRS-2 Parallel to Short span 1.0 7.05 37.0 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.60 19.0 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 19.0 0.89 Kg Alternate extra at bottom 2.0 8.60 5.2 0.62 Kg Parallel to Long span 1.0 4.62 46.2 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.60 23.6 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 23.6 0.62 Kg Alternate extra at bottom 2.0 5.67 8.4 0.39 Kg
Kg
Kg
EXTRA FOR F.F. WORK Kg
TOTAL STAFF ROOMS, F.F. REINFORCEMENT WORK
K. STAIR CASE TOWER & LIFT MACHINE ROOM AT TERRACE LEVEL:
a. Columns above Terrace Floor and upto Parapet wall, 1.2 MT ht.
TOTAL REINFORCEMENT WORK AT TERRACE LEVEL
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in foundation and plinth,20cm thk.
15 BRICK WORK ABOVE PLINTH LEVEL:200 MM THICK BRICK WORK
a. CM 1:6Ground Floor
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in Ground Floor and First Floor main front and back walls,20cm thk.
Providing and fixing Water Proof flush door shutters decorative type core of block board construction with frame of Ist class hard wood & well matched teak ply veneering with vertical grains or cross bands & face veneer on both faces of the shutters, including M.S. butt hinges & screws, also providing lipping with teak wood battens 25mm depth on all edges of the shutters.
M2
M2
M2
M2
M2
M2 M2 M2 M2
ALLUMINIUM SECTION WINDOWS: Providing and fixing of Alluminium Section Window frames of Three track with powder coating and Glass panel of 5MM thick including making in all respect
M2 M2
M2
M2
M2 M2 M2
ALLUMINIUM SECTION VANTILATORS: Providing and fixing of Alluminium Section Vantilators frames of Single track with powder coating and Glass Louvers of 5MM thick including making in all respect
STAFF ROOMS, F. F. VANTILATORS: W-3 0.0 2.10 0.60 Vantilators, V-1 3.0 0.80 0.60STAFF ROOMS, FIRST FLOOR
18 MS GRILLS AND RAILLING:
a. Plain grill for openings GROUND FLOOR Windows Windows, W-1 21.0 1.70 1.10 3.10 Kg W-2 1.0 2.90 1.10 3.10 Kg Vantilators W-3 2.0 2.10 0.60 2.25 Kg Vantilators, V-1 3.0 0.80 0.60 2.25 Kg
Kg
#REF! Kg
0 Kg
STAFF ROOMS, FIRST FLOOR Windows Windows, W-1 5.0 1.70 1.10 3.10 Kg W-2 1.0 2.90 1.10 3.10 Kg Vantilators W-3 0.0 2.10 0.60 2.25 Kg Vantilators, V-1 3.0 0.80 0.60 2.25 Kg STAFF ROOMS, FIRST FLOOR Kg
b. Plain raillings for stair case Ground Floor 2.0 9.40 0.85
First floor 1.0 6.80 0.90 Second floor 1.0 6.80 0.90
19 HARDWARE FITTINGS AND ACCESSORIES:GROUND FLOOR
Iron hold fast 22.0 6.00 Nos.5.0 4.00 Nos.
Nos.
125X85X5.50mm (Heavy type) 22.0 2.00 Nos.
M2 M2 M2
M2 M2 M2
Providing and fixing M.S. grills of required pattern in wooden frames windows, ventilators etc. with round headed bolts and nuts by screw etc.
M2
c. Ornamental design in elevation for windows(Corner) M2
M2
a. Providing 40X5 mm iron hold fasts 40cm. Long i/c. fixing to frame with 10mm dia both nuts and wooden plug and embedding in CC 30X10X15 cms (1:3:6)
b. Providing and fixing bright finished M.S. butt hinges with necessary screws etc. complete.
a. Ground Floor-1 Common Dining Hall 1.0 35.80 14.80 Skirting 1.0 97.60 0.30#REF!b. Ground Floor-2 VIP Dining Hall 1.0 9.20 7.40 Skirting 1.0 29.60 0.300
(iii) KOTA STONE FLOORING:
Providing and fixing MS Channel main gate having width 3.0M and 3.0 M height
M2
Providing and fixing of Alluminium Fix Window with 5MM thick Branded glass in all respect.
M2
M2
M2
25mm Cement concrete flooring 1:2:4 (1 Cement, 2 Sand, 4 Graded stone aggregates 12.5mm nominal sizeand W.P.Compound as specified) finished with floating coat of neat cement at terrace level with proper slope..
M2 M2
M2
M2
M2
12 mm thick Red ceramic rough tiles flooring over 30mm (average) thick base of cement mortar 1:6 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c. rubbing and polishing complete.
M2 M2 M2
M2 M2 M2
Kota stone slabs 20mm thick in Risers and Treadsof steps, skirting dado in 12mm (average) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c. rubbing and polishing complete.
a. White washing on new work (three or more coats) to give an even shade with white Cement.
M2 M2
b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect.
M2 M2
c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade.
M2 M2
d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade.
M2 M2
3602.0298.98
989.4398.67
1071.35118.10
104.9019.08
STAFF ROOMS, FIRST FLOOR
STAFF ROOMS, SECOND FLOOR
a. White washing on new work (three or more coats) to give an even shade with white Cement. M2
b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect. M2
c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade. M2
d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade. M2
a. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade. M2
#REF!
187.89
279.00
28.08
186.00
ABSTRACT SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDOREDISTRICT-INDORE, (M.P.)
B/TO :- AKVN INDORE
FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights, Bombay Hospital Link Road, Indore
MAIN COMMERCIAL BUILDING
A BOQ OF MAIN BUILDING
WORK UP TO PLINTH LEVEL
S.No. Particular of Item. Quantity Unit Rate Amount
1 PLOT CLEANING AND LEVELLING WORK:1.1
Main building: In ordinary soil. 1152.00 Rs.4.14 Rs.4,769.28 Road area: In ordinary soil. 144.00 Rs.4.14 Rs.596.16
1.2
Main building: In ordinary soil. 1152.00 Rs.2.13 Rs.2,453.76 Road area: In ordinary soil. 144.00 Rs.2.13 Rs.306.72
2 EXCAVATION WORK:
2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
M2 M2
2.3 : Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
M2 M2
A. In Black Cotton Soil. 7180.88 Rs.129.00 Rs.926,334.04B. In selected Soil. 3122.98 Rs.129.00 Rs.402,864.68
3
3.1 2.20.1 : Depth not exceeding 1.5 m. 2182.08 Rs.59.00 Rs.128,742.723.2 2.20.2 : Depth exceeding 1.5 m but not exceeding 3 m. 2182.08 Rs.62.00 Rs.135,288.96
3.3 2.20.3 : Depth exceeding 3 m but not exceeding 4.5 m. 2182.08 Rs.66.00 Rs.144,017.28
4
2.26.1 : All kinds of soil.2.26.1.1 : Depth exceeding 1.5 m but not exceeding 3 m. 3219.96 Rs.30.00 Rs.96,598.742.26.1.2 : Depth exceeding 3 m but not exceeding 4.5 m. 3219.96 Rs.60.00 Rs.193,197.49
5
2.6 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)
M3
M3
2.20 : Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
M2 M2
M2
2.26 : Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means)
M3
M3
2.25 : Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming
P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.
P.C.C. Work grade M-10 550.31 Rs.3,300.00 Rs.1,816,012.94
10
#REF! Rs.5,300.00 #REF!
#REF! #REF!
4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
M3
R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering,
M3
#REF!
3256.10 Rs.6,085.00 Rs.19,813,398.01
11 SHUTTERING AND SCAFOLDING WORK:
3716.26 Rs.290.00 Rs.1,077,716.27
12 D.P.C. WORK:
65.01 Rs.415.00 Rs.26,977.4911 BRICK WORK UPTO PLINTH LEVEL:
M3
UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL) = +0.15MT.5.9 : Centering and shuttering including strutting, propping etc. and removal of form for :
M2
Providing and laying Damp proof Course 50mm thick with concrete designation M-15 with 20mm nominal size graded stone aggregates (crushed) mechanically mixed.
M2
a. CM 1:8, Laying for beam bottom #REF! Rs.4,280.00 #REF!b. CM 1:6, Above Plinth beam and upto Plinth Level
#REF! Rs.4,855.00 #REF!
12 REINFORCEMENT UPTO PLINTH LEVEL:(i). REINFORCEMENT AS PER;
#REF! Kg Rs.57.00 #REF!(ii). REINFORCEMENT AS PER;#REF! #REF! Kg Rs.57.00 #REF!
TOTAL WORK UPTO PLINTH LEVEL: #REF!
WORK OF GROUND FLOOR
1
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in foundation and plinth,20cm thk.
R.C.C. M: 30, WORK IN SUPER STRUCTURE: ABOVE STILT PARKING FLOOR LEVE = -+0.15 MT. AND UP TO TERRACE LEVEL = + 38.25 MT.
1416.13 Rs.6,085.00 Rs.8,617,166.46
2 SHUTTERING AND SCAFOLDING WORK:ABOVE PLINTH LEVEL
A. STILT PARKING FLOOR:
530.00 Rs.310.00 Rs.164,300.00
1189.48 Rs.375.00 Rs.446,056.13
5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
TOTAL R.C.C. WORK UP TO STILT PARKING FLOOR ROOF LEVEL : +3.25 MT. M3
Centering and Shuttering i/c Shutering, propping etc. & removal of formwork for:
5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts. M2 5.9.5 : Lintels, beams, girders, bressumers and cantilevers. M2
454.01 Rs.375.00 Rs.170,252.63
3 REINFORCEMENT:
A. STILT PARKING FLOOR: #REF! Kg Rs.57.00 #REF!
4 BRICK WORK ABOVE PLINTH LEVEL:200 MM THICK BRICK WORK
173.02 Rs.4,855.00 Rs.840,029.90
5 DOORS, WINDOWS AND VANTILATORS:
G. F. DOOR FRAMES: 0.32 Rs.142,000.00 Rs.45,262.50DOOR SHUTTERS: 38.37 Rs.3,450.00 Rs.132,389.44
Cold twisted steel and hot rolled deformed steel reinforcement for RCC work i/c cutting, bending, binding & placing in position complete i/c cost of binding wires.
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in Ground Floor and First Floor main front and back walls,20cm thk.
M3
TEAK WOOD DOORS : Providing and fixing of Second quality teak wood frames and Shutters including making in all respect
M3
M2
42.48 Rs.3,135.00 Rs.133,174.80
3.96 Rs.3,380.00 Rs.13,384.80
6 MS GRILLS AND RAILLING:
a. Plain grill for openings 104.10 Kg Rs.95.00 Rs.9,889.57b. Plain raillings for stair case 15.98 Rs.3,510.00 Rs.56,089.80c. Ornamental design in elevation for windows(Corner)
6.12 Rs.4,280.00 Rs.26,193.60
7 HARDWARE FITTINGS AND ACCESSORIES:
Iron hold fast 132.00 Nos Rs.25.00 Rs.3,300.00
ALLUMINIUM SECTION WINDOWS: Providing and fixing of Alluminium Section Window frames of Three track with powder coating and Glass panel of 5MM thick including making in all respect
M2
ALLUMINIUM SECTION VANTILATORS: Providing and fixing of Alluminium Section Vantilators frames of Single track with powder coating and Glass Louvers of 5MM thick including making in all respect
M2
Providing and fixing M.S. grills of required pattern in wooden frames windows, ventilators etc. with round headed bolts and nuts by screw etc.
M2
M2
a. Providing 40X5 mm iron hold fasts 40cm. Long i/c. fixing to frame with 10mm dia both nuts and wooden plug and embedding in CC 30X10X15 cms (1:3:6)
125X85X5.50mm (Heavy type) 44.00 Nos Rs.45.00 Rs.1,980.00100X50X5.50mm (Heavy type) 15.00 Nos Rs.30.00 Rs.450.00
100X10mm 22.00 Nos Rs.70.00 Rs.1,540.0075X8mm 5.00 Nos Rs.60.00 Rs.300.00
125mm 8.00 Nos Rs.270.00 Rs.2,160.00100mm 1.00 Nos Rs.220.00 Rs.220.00
300X16X5mm 9.00 Nos Rs.1,250.00 Rs.11,250.00
9.00 Nos Rs.55.00 Rs.495.00
18.00 Nos Rs.20.00 Rs.360.00
8 MAIN GATE:
b. Providing and fixing bright finished M.S. butt hinges with necessary screws etc. complete.
c. Providing and fixing bright finished M.S. tower bolts (barrel type) with screws etc. complete.
d. Providing and fixing bright finished M.S. handles with screws etc. complete.
e. Providing and fixing bright finished M.S. door Mortice lock and latch including a pair of lever handles with screws etc. complete.
f. Providing and fixing Rubber buffers with screws etc. complete.
g. Providing and fixing Door stopper with screws etc. complete.
Providing and fixing MS Channel main gate having width 3.0M and 3.0 M height
15.44 Rs.2,480.00 Rs.38,278.80
9 GLASS WORK:
Fix window in service corridor 17.76 Rs.2,250.00 Rs.39,960.00
10 FLOORING WORK:(i) Terrace finishing with Water Profing material:
#REF! Rs.415.00 #REF!
(ii) VITRIFIED FLOORING: 559.12 Rs.1,050.00 Rs.587,076.00
(iii) KOTA STONE FLOORING: 336.65 Rs.810.00 Rs.272,685.11
Extra for nosing in steps on treads of kota stone slab.36.40 R.M. Rs.255.00 Rs.9,282.00
KOTA SLONE MIRROR POLICE PLAT FORM:78.16 Rs.1,155.00 Rs.90,274.80
b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect.
M2
c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade.
M2
d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade.
M2
S.No. Particular of Item. Quantity Unit Rate Amount
1 PLOT CLEANING AND LEVELLING WORK:
Main building: In ordinary soil. 144.00 Rs.140.00 Rs.20,160.00
2 EXCAVATION WORK:
A. In Black Cotton Soil. #REF! Rs.140.00 #REF!B. In selected Soil. #REF! Rs.160.00 #REF!
2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. M2
2.6 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)
M2 M2
2.25 : Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming
P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
M3
R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering,
M3
#REF!
#REF! Rs.6,085.00 #REF!
11 SHUTTERING AND SCAFOLDING WORK:
#REF! Rs.290.00 #REF!
12 D.P.C. WORK:
5.23 Rs.415.00 Rs.2,170.4511 BRICK WORK UPTO PLINTH LEVEL:
M3
UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL) = +0.15MT.5.9 : Centering and shuttering including strutting, propping etc. and removal of form for :
M2
Providing and laying Damp proof Course 50mm thick with concrete designation M-15 with 20mm nominal size graded stone aggregates (crushed) mechanically mixed.
M2
a. CM 1:8, Laying for beam bottom 14.32 Rs.4,280.00 Rs.61,285.32b. CM 1:6, Above Plinth beam and upto Plinth Level 18.09 Rs.4,855.00 Rs.87,828.16
12 REINFORCEMENT UPTO PLINTH LEVEL:(i). REINFORCEMENT AS PER;
3937.71 Kg Rs.57.00 Rs.224,449.19(ii). REINFORCEMENT AS PER;#REF! #REF! Kg Rs.57.00 #REF!
TOTAL WORK UPTO PLINTH LEVEL: #REF!
WORK OF GROUND FLOOR
1
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in foundation and plinth,20cm thk.
R.C.C. M: 30, WORK IN SUPER STRUCTURE: ABOVE STILT PARKING FLOOR LEVE = -+0.15 MT. AND UP TO TERRACE LEVEL = + 38.25 MT.
#REF! Rs.6,085.00 #REF!
2 SHUTTERING AND SCAFOLDING WORK:ABOVE PLINTH LEVEL
A. STILT PARKING FLOOR:
#REF! Rs.310.00 #REF!
428.72 Rs.375.00 Rs.160,768.25
5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
TOTAL R.C.C. WORK UP TO STILT PARKING FLOOR ROOF LEVEL : +3.25 MT. M3
Centering and Shuttering i/c Shutering, propping etc. & removal of formwork for:
5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts.
4 BRICK WORK ABOVE PLINTH LEVEL:200 MM THICK BRICK WORK
22.95 Rs.4,855.00 Rs.111,438.43
5 DOORS, WINDOWS AND VANTILATORS:
G. F. DOOR FRAMES: 0.09 Rs.142,000.00 Rs.12,780.00DOOR SHUTTERS: 10.46 Rs.3,450.00 Rs.36,095.63
6.48 Rs.3,135.00 Rs.20,314.80
Cold twisted steel and hot rolled deformed steel reinforcement for RCC work i/c cutting, bending, binding & placing in position complete i/c cost of binding wires.
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in Ground Floor and First Floor main front and back walls,20cm thk.
M3
TEAK WOOD DOORS : Providing and fixing of Second quality teak wood frames and Shutters including making in all respect
M3
M2
ALLUMINIUM SECTION WINDOWS: Providing and fixing of Alluminium Section Window frames of Three track with powder coating and Glass panel of 5MM thick including making in all respect
M2
6 MS GRILLS AND RAILLING:
a. Plain grill for openings 36.44 Kg Rs.95.00 Rs.3,461.35b. Plain raillings for stair case 0.00 Rs.3,510.00 Rs.0.00c. Ornamental design in elevation for windows(Corner) 0.00 Rs.4,280.00 Rs.0.00
7 HARDWARE FITTINGS AND ACCESSORIES:
Iron hold fast 2.00 Nos Rs.25.00 Rs.50.00
125X85X5.50mm (Heavy type) 4.00 Nos Rs.45.00 Rs.180.00100X50X5.50mm (Heavy type) 2.00 Nos Rs.30.00 Rs.60.00
100X10mm 6.00 Nos Rs.70.00 Rs.420.0075X8mm 3.00 Nos Rs.60.00 Rs.180.00
Common wash area 1.00 Nos Rs.270.00 Rs.270.00100mm 1.00 Nos Rs.220.00 Rs.220.00
Providing and fixing M.S. grills of required pattern in wooden frames windows, ventilators etc. with round headed bolts and nuts by screw etc.
M2 M2
a. Providing 40X5 mm iron hold fasts 40cm. Long i/c. fixing to frame with 10mm dia both nuts and wooden plug and embedding in CC 30X10X15 cms (1:3:6)
b. Providing and fixing bright finished M.S. butt hinges with necessary screws etc. complete.
c. Providing and fixing bright finished M.S. tower bolts (barrel type) with screws etc. complete.
d. Providing and fixing bright finished M.S. handles with screws etc. complete.
e. Providing and fixing bright finished M.S. door Mortice lock and latch including a pair of lever handles with screws etc. complete.
300X16X5mm 2.00 Nos Rs.1,250.00 Rs.2,500.00
1.00 Nos Rs.55.00 Rs.55.00
1.00 Nos Rs.20.00 Rs.20.00
8 MAIN GATE:
0.00 Rs.2,480.00 Rs.0.00
9 GLASS WORK:
Fix window in service corridor 4.44 Rs.2,250.00 Rs.9,990.00
10 FLOORING WORK:(i) Terrace finishing with Water Profing material: #REF! Rs.415.00 #REF!
(ii) VITRIFIED FLOORING: 76.96 Rs.1,050.00 Rs.80,808.00
(iii) KOTA STONE FLOORING: 37.80 Rs.810.00 Rs.30,618.00
11 PLASTER WORK:a. 20MM thick cement plaster to uneven surface: In 1:6 CM
f. Providing and fixing Rubber buffers with screws etc. complete.
g. Providing and fixing Door stopper with screws etc. complete.
Providing and fixing MS Channel main gate having width 3.0M and 3.0 M height
M2
Providing and fixing of Alluminium Fix Window with 5MM thick Branded glass in all respect.
M2
M2
M2
M2
Ground Floor 118.10 Rs.295.00 Rs.34,840.98
b. 12MM thick cement plaster to even surface: In 1:5 CM
Ground Floor 98.67 Rs.270.00 Rs.26,640.90
c. 8MM thick cement plaster to ceiling:
In 1:3 CM
Ground Floor 98.98 Rs.265.00 Rs.26,229.70
12 PAINTING WORK:
98.98 Rs.55.00 Rs.5,443.90
98.67 Rs.110.00 Rs.10,853.70
M2
M2
M2
a. White washing on new work (three or more coats) to give an even shade with white Cement.
M2
b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect.
c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade.
M2
d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade.
M2
R.C.C. M: 30, WORK IN SUPER STRUCTURE: ABOVE STILT PARKING FLOOR LEVE = -+0.15 MT. AND UP TO TERRACE LEVEL = + 38.25 MT.
TOTAL R.C.C. M:30 #REF! Rs.6,085.00 #REF!
EXTRA FOR R.C.C. #REF! 5% #REF!
2 SHUTTERING AND SCAFOLDING WORK:
B. PODIUM FLOOR :TOTAL F.F. R.C.C. M:30, GENERAL SHUTTERING
#REF! Rs.310.00 #REF!
20.16 Rs.375.00 Rs.7,560.00
5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
M3
M3
Centering and Shuttering i/c Shutering, propping etc. & removal of formwork for:
M2 TOTAL F.F. R.C.C. M:30, WHEATHER SHED SHUTTERING M2
3 REINFORCEMENT:
B. PODIUM FLOOR : 20670.01 Kg Rs.57.00 Rs.1,178,190.68EXTRA FOR F.F. WORK 20670.01 Kg 5% Rs.58,909.53
4 200 MM THICK BRICK WORK
85.59 Rs.4,855.00 Rs.415,539.45
74.41 5% Rs.20,776.97
11.18 5% Rs.1,038.85
5 DOORS, WINDOWS AND VANTILATORS:
STAFF ROOMS, F. F. DOOR FRAMES: 0.30 Rs.142,000.00 Rs.43,132.50STAFF ROOMS, F. F. DOOR SHUTTERS: 34.59 Rs.3,450.00 Rs.119,348.44
Cold twisted steel and hot rolled deformed steel reinforcement for RCC work i/c cutting, bending, binding & placing in position complete i/c cost of binding wires.
Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in Ground Floor and First Floor main front and back walls,20cm thk.
M3
Extra for brickwork in super structure in First Floor roof level ,20 cm thik. M3
Extra for brickwork in super structure in Second Floor roof level ,20 cm thik. M3
TEAK WOOD DOORS : Providing and fixing of Second quality teak wood frames and Shutters including making in all respect
M3
M2
14.40 Rs.3,135.00 Rs.45,144.00
1.44 Rs.3,380.00 Rs.4,867.20
6 MS GRILLS AND RAILLING:
a. Plain grill for openings 42.11 Kg Rs.95.00 Rs.4,000.83b. Plain raillings for stair case 0.00 Rs.3,510.00 Rs.0.00c. Ornamental design in elevation for windows(Corner) 6.12 Rs.4,280.00 Rs.26,193.60
7 HARDWARE FITTINGS AND ACCESSORIES:
Iron hold fast 54.00 Nos Rs.25.00 Rs.1,350.00
ALLUMINIUM SECTION WINDOWS: Providing and fixing of Alluminium Section Window frames of Three track with powder coating and Glass panel of 5MM thick including making in all respect
M2
ALLUMINIUM SECTION VANTILATORS: Providing and fixing of Alluminium Section Vantilators frames of Single track with powder coating and Glass Louvers of 5MM thick including making in all respect
M2
Providing and fixing M.S. grills of required pattern in wooden frames windows, ventilators etc. with round headed bolts and nuts by screw etc.
M2 M2
a. Providing 40X5 mm iron hold fasts 40cm. Long i/c. fixing to frame with 10mm dia both nuts and wooden plug and embedding in CC 30X10X15 cms (1:3:6)
125X85X5.50mm (Heavy type) 14.00 Nos Rs.45.00 Rs.630.00100X50X5.50mm (Heavy type) 9.00 Nos Rs.30.00 Rs.270.00
100X10mm 7.00 Nos Rs.70.00 Rs.490.0075X8mm 3.00 Nos Rs.60.00 Rs.180.00
125mm 4.00 Nos Rs.270.00 Rs.1,080.00100mm 3.00 Nos Rs.220.00 Rs.660.00
300X16X5mm 7.00 Nos Rs.1,250.00 Rs.8,750.00
7.00 Nos Rs.55.00 Rs.385.00
14.00 Nos Rs.20.00 Rs.280.00
8 GLASS WORK:
Fix window in service corridor Rs.2,250.00 Rs.0.00
b. Providing and fixing bright finished M.S. butt hinges with necessary screws etc. complete.
c. Providing and fixing bright finished M.S. tower bolts (barrel type) with screws etc. complete.
d. Providing and fixing bright finished M.S. handles with screws etc. complete.
e. Providing and fixing bright finished M.S. door Mortice lock and latch including a pair of lever handles with screws etc. complete.
f. Providing and fixing Rubber buffers with screws etc. complete.
g. Providing and fixing Door stopper with screws etc. complete.
Providing and fixing of Alluminium Fix Window with 5MM thick Branded glass in all respect.
M2
9 FLOORING WORK:
(i) Terrace finishing with Water Profing material:18.75 Rs.2,250.00 Rs.42,187.50
(iii) KOTA STONE FLOORING:49.41 Rs.810.00 Rs.40,022.10
KOTA SLONE MIRROR POLICE PLAT FORM: 3.93 Rs.1,155.00 Rs.4,539.15
10 PLASTER WORK:a. 20MM thick cement plaster to uneven surface: In 1:6 CM Staff Rooms, First Floor 279.00 Rs.295.00 Rs.82,304.58
b. 12MM thick cement plaster to even surface: In 1:5 CM Staff Rooms, First Floor 191.67 Rs.270.00 Rs.51,750.90
c. 8MM thick cement plaster to ceiling: In 1:3 CM
87.06 Rs.265.00 Rs.23,070.90
11 PAINTING WORK:
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a. White washing on new work (three or more coats) to give an even shade with white Cement.
#REF! Rs.55.00 #REF!
187.89 Rs.110.00 Rs.20,668.29
279.00 Rs.85.00 Rs.23,714.88
28.08 Rs.255.00 Rs.7,160.40STAFF ROOMS WORK : #REF!
BOQ OF GENERAL CANTEEN #REF!
BOQ OF V.I.P. CANTEEN #REF!
STAFF ROOM #REF!
TOTAL #REF!
GENERAL ELECTRICAL WORK 4.5% #REF!
M2
b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect.
M2
c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade.
M2 d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade. M2