material requirement

36
Sl.No. Unit Quantity 18 Smt 17,500.00 19 Cum 80.00 20 Cum 21 Cum 1,225.00 22 Cum 130.00 23 Cum 40.00 24 Smt 900.00 25 Cum 30.00 26 Cum 27 Cum 11,250.00 28 Cum 4,765.00 Supplying, diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction Providing and laying plain cement concrete at any heights and levels including the cost of all materials , labour, leads and lifts, tools and plant, machinery etc; complete as per specification with necessary shuttering etc.. In the concreting works if w Providing and laying PCC 1:2:4 using river sand, 20mm and downsize metal aggregates for bed in Storm water Drainge including finishing the top with 12mm thk CM 1:4 with brush finish including base preparation, compaction, curing, shuttering etc., complet Providing, and laying PCC of Grade M10 below raft slab using 20 mm and down grade stone aggregate laid in layers and compacted including pumping, vibration, necessary shuttering, curing, base preparation, lead, lift etc. below Grade slab, Retaining wal Providing and laying PCC 1:5:10 using river sand, 20mm and downsize metal aggregates for bed in Storm water Drainge including finishing the top with 12mm thk CM 1:4 with brush finish including base preparation, compaction, curing, shuttering etc., comple Providing & laying Plain cement concrete of mix 1:3:6 (1 cement: 3 cleaned & approved sand: 6 graded stone aggregate 20mm nominal size) for DPC, Copings and any other such works including necessary formwork, compaction, curing etc., complete with all lea Providing and laying 50 mm thick PCC 1:2:4 using river sand, 20mm and downsize metal aggregates over cinder filling for sunken areas, including base preparation, compaction, curing, shuttering etc., complete at all levels as directed by Engineer-in- charg Providing, casting, supplying and laying precast concrete members like lintels, manhole frames and covers, shelves, etc. in M20 concrete using approved sand, 20mm and downsize metal including cost of shuttering mould as required, with necessary curing et Providing & laying P.C.C 1:3:6 grade Flagging Concrete alround the building as plinth protection and plinth courses using 20mm downsize aggregates including finishing the top surfaces in CM 1:4 (1 cement: 4 fine sand) with a floating coat of neat cement, REINFORCED CEMENT CONCRETE 1. All concrete used for reinforced concrete work (structural concrete) shall be "Controlled concrete" While quoting for structural concrete work contractors are particularly advised to study the relevant drawings careful Specification same as item no 27 but for RCC for Columns and pedestals of all shapes and sizes using M30 Grade at all levels (USING RMC)

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Page 1: Material Requirement

Sl.No. Unit Quantity

18 Smt 17,500.00

19 Cum 80.00

20 Cum

21 Cum 1,225.00

22 Cum 130.00

23 Cum 40.00

24 Smt 900.00

25 Cum 30.00

26 Cum

27 Cum 11,250.00

28 Cum 4,765.00

Supplying, diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction

Providing and laying plain cement concrete at any heights and levels including the cost of all materials , labour, leads and lifts, tools and plant, machinery etc; complete as per specification with necessary shuttering etc.. In the concreting works if w

Providing and laying PCC 1:2:4 using river sand, 20mm and downsize metal aggregates for bed in Storm water Drainge including finishing the top with 12mm thk CM 1:4 with brush finish including base preparation, compaction, curing, shuttering etc., complet

Providing, and laying PCC of Grade M10 below raft slab using 20 mm and down grade stone aggregate laid in layers and compacted including pumping, vibration, necessary shuttering, curing, base preparation, lead, lift etc. below Grade slab, Retaining wal

Providing and laying PCC 1:5:10 using river sand, 20mm and downsize metal aggregates for bed in Storm water Drainge including finishing the top with 12mm thk CM 1:4 with brush finish including base preparation, compaction, curing, shuttering etc., comple

Providing & laying Plain cement concrete of mix 1:3:6 (1 cement: 3 cleaned & approved sand: 6 graded stone aggregate 20mm nominal size) for DPC, Copings and any other such works including necessary formwork, compaction, curing etc., complete with all lea

Providing and laying 50 mm thick PCC 1:2:4 using river sand, 20mm and downsize metal aggregates over cinder filling for sunken areas, including base preparation, compaction, curing, shuttering etc., complete at all levels as directed by Engineer-in-charg

Providing, casting, supplying and laying precast concrete members like lintels, manhole frames and covers, shelves, etc. in M20 concrete using approved sand, 20mm and downsize metal including cost of shuttering mould as required, with necessary curing et

Providing & laying P.C.C 1:3:6 grade Flagging Concrete alround the building as plinth protection and plinth courses using 20mm downsize aggregates including finishing the top surfaces in CM 1:4 (1 cement: 4 fine sand) with a floating coat of neat cement,

REINFORCED CEMENT CONCRETE 1. All concrete used for reinforced concrete work (structural concrete) shall be "Controlled concrete" While quoting for structural concrete work contractors are particularly advised to study the relevant drawings careful

Specification same as item no 27 but for RCC for Columns and pedestals of all shapes and sizes using M30 Grade at all levels (USING RMC)

Page 2: Material Requirement

Sl.No. Unit Quantity

29 Cum 30,010.00

30 Cum

31 Cum 1,907.00

32 Cum 2,660.00

33 Cum 450.00

34 Cum 3,800.00

35 Cum

36 Cum 1,405.00

37 Cum

38 Cum

39 Cum 115.00

40 Cum

41 Cum 150.00

42 Cum

43 Cum

RCC M30 grade for Slabs of different thickness as per drawings at all levels and leads (USING RMC) a)Flat slabs including Drop panels, Suspended floor slabs, Sunken Slabs, Cantilever Slabs, Ramp slab, Chejjas, Cills, Balconies, Slope slabs and for Can

Specification same as item no 29 but for Waffle Slab of size, 900 x 900 x (375+125), 200/300 ribs at all levels (USING RMC)

Specification same as item no 29 but for Ramps and like, including straight, circular or curved at all levels (USING RMC)

RCC M30 grade of all shapes and sizes at all levels and leads. (USING RMC) Beams, Raker beams, Lintels etc., of all shapes and sizes at all levels and leads. (USING RMC)

Specification same as item no 32 but for Ramps and like, including straight, circular or curved, upstand and downstand, of all shapes and sizes at all levels (USING RMC)

RCC of M30 Grade for RETAINING WALLS/BOUNDARY WALL/ CORE WALLS of all thickness at all levels, Higher Grade of concrete is used so the retaining wall to be natural water tight without any internal or external water proofing treatment done . If any water

Specification same as item no 34 but for Storm Water Drain at all levels

Stair case waist slab and steps of all shapes and sizes for building, STP staircase and other locations as specified using M30 grade concrete at all levels (USING RMC) ALL LEVELS

Providing and laying cement concrete 1:1.5:3 ( 1 of cement : 1.5 of sand : 3 of coarse aggregate ) using 20mm and down size aggregate for screed concrete of 100 mm average thickness , finishing the top with CM 1;4 , serrated finish, with proper compac

Providing and laying M30 controlled concrete for column & beams, slabs, any foundations by using 20mm and down size aggregate for supporting structure of cooling tower etc,,,, at terrace floor level as per vendor's detail. (USING RMC)

Providing and laying M20 controlled concrete using 20mm and down size aggregate for Machine Foundations of all sizes as per vendors details at all levels. (USING RMC)

Closing all service shafts in alternate floors and terrace and basements by 200mm thick RCC of mix M15 with finishing, shuttering etc complete. Work will be carried out after the service part) and is executed but before Fire NOC inspection.(USING RMC)

RCC Parapet walls using M20 grade concrete at all levels (USING RMC)

RCC brackets, fins and ledges using M20 grade concrete at all levels (USING RMC)

Providing and applying to mortar anti shrinkage Recron polyester fiber (125g/cement bag) for above items as per manufacturer specification, for all lead and lift etc complete at all levels and heights for M30 grade concrete.

Page 3: Material Requirement

Sl.No. Unit Quantity

44 Cum 3,800.00

45 Specification same as item no 44 but for For Concrete of grade M40 Cum 11,250.00

46 Specification same as item no 44 but for For Concrete of grade M45 Cum 4,765.00

47 Specification same as item no 44 but for For Concrete of grade M50 Cum

48 Cum

49 Cum

50 Cum

51 Cum

52 Smt

53 Specification same as item no 52 but for 100mm thick Smt

54 Specification same as item no 52 but for 125mm thick. Smt

55 Specification same as item no 52 but for 150mm thick Smt

56 Specification same as item no 52 but for 200mm thick Smt

57 Cum

58 Specification same as item no 57 but for concrete of grade M30 Cum

59 Specification same as item no 57 but for concrete of grade M35 Cum

60 Specification same as item no 57 but for concrete of grade M40 Cum

61 Specification same as item no 57 but for concrete of grade M45 Cum

62 Specification same as item no 57 but for concrete of grade M50 Cum

Extra in RCC items for providing & laying Ready mix concrete of following grades, in place of M30 grade concrete, by pumping, for RCC works including the cost of admixtures, microsilica at all heights & locations. For Concrete of grade M35

Specification and scope of work same as item no. 27 but with controlled reinforced cement concrete produced at site by a weigh batcher at site at all levels. (Cement shall be supplied free of cost) M20 grade concrete for Lintels, cills of all shapes a

Specification same as item no 48 but for M20 grade for brackets, fins and ledges at all levels (USING SITE MIX CONTROLLED CONCRETE)

Specification same as item no 48 but for M20 grade for machine foundations of all shapes and sizes at all levels.

Closing all service shafts in alternate floors and terrace and basements by 200mm thick RCC of mix M15 with finishing, shuttering etc complete. Work will be carried out after the service part) and is executed but before Fire NOC inspection. (USING SITE M

Providing, fixing reinforced cement concrete precast slab with controlled cement concrete - M20 grade using coarse graded aggregate 12 mm and downsize for shelf etc. Rate shall include for providing necessary casting platform, shuttering, reinforcement w

Extra for providing & laying Site mixed cement concrete of following grades for RCC items above, in place of M20 grade concrete, by pumping, for RCC works including the cost of admixtures, microsilica at all heights & locations. For concrete of grade

Page 4: Material Requirement

Sl.No. Unit Quantity

63 Smt 14,887.00

64 Smt 36,580.00

65 Smt 105,000.00

66 Smt 5,100.00

67 Smt 28,285.00

68 Smt 4,215.00

69 Smt 25,850.00

70 Smt

71 Smt 6,397.00

72 Smt 1,200.00

73 Smt

74 Smt

75 Smt

76 MT 7,175.00

77 Nos 1,500.00

SHUTTERING Providing, fabricating and erecting form work at all levels and places to gentle slope, special staging for casting floors of different heights, roof projections at various levels and profiled formwork as per drawing including striking w

Specification same as item no 63 but for Columns, pedestals, pillars, piers, abutments, posts & struts of all shapes and sizes at all levels

Providing and erecting formwork for RCC Slabs, flat slabs, flat slab with capitals, sloping slabs, suspended floor slabs, sunken slabs canopies, balconies, chajjas, lofts,cills, staircase landing slabs,etc with MS sheets,props,spans,etc; at all levels an

Specification same as item no 63 & 65 but for Ramps and like, including straight, circular or curved at all levels

Specification same as item no 63 & 65 but for RCC Lintels and beams of all shapes and sizes as per drawings at all levels. Beams, Raker beams, Lintels etc., of all shapes and sizes at all levels and leads.

Specification same as item no 63 & 65 but for Ramps and like, including straight, circular or curved, upstand and downstand, of all shapes and sizes at all levels.

Specification same as item no 63 & 65 but for Walls of (any thickness) including attached plaster, Buttresses, plinth and string courses etc at all levels.. Retaining wall at all levels including lift core walls, MLCP core walls, water tank walls, STP

Specification same as item no 63 & 65 but for Storm Water Drain at all levels

Specification same as item no 63 & 65 but for Stair case waist slab and steps of all shapes and sizes for building, STP staricase and other locations as specified at all levels, ALL LEVELS

Specification same as item no 63 & 65 but for RCC Parapet walls at all levels

Specification same as item no 63 & 65 but for RCC brackets, fins and ledges at all levels

Providing and fixing steel scaffolding at all levels for civil works other than the formwork for reinforced concrete works including platforms, fixtures, safety nets etc. for 30 days complete.

Providing, fabricating and erecting formwork for Waffle slab of overall dimensions & sizes as mentioned below at all levels and places wherever needed/ specified including striking/ deshuttering using FRP MOULD of 5mm thick or LDPE moulds with 10mm dia s

STEEL REINFORCEMENT Collecting,Fabricating and fixing in position MS Bars confirming to IS-432/ High yield strength deformed bars ( Tor steel ) confirming to IS-1786 of Fe 415 grade of all dia for reinforcement in all RCC in situ works including floor

Providing and fixing Mechanical Splicing using threaded coupler to the reinforcement bars of specified dia and grade using high yield strength standard couplers of specially produced steel to join ribbed bearing bars machine cut end to end. Cost to inclu

Page 5: Material Requirement

Sl.No. Unit Quantity

78 Nos

79 Nos

80 Nos 500.00

81 Nos

82 MT

83 MT 50.00

84 MT 400.00

85 MT 80.00

86 MT 25.00

87 MT 35.00

88 MT 5.00

89 MT

Providing and fixing Mechanical Splicing using threaded coupler to the reinforcement bars of specified dia and grade using high yield strength standard couplers of specially produced steel to join ribbed bearing bars machine cut end to end. Cost to inclu

Providing and fixing Mechanical Splicing using threaded coupler to the reinforcement bars of specified dia and grade using high yield strength standard couplers of specially produced steel to join ribbed bearing bars machine cut end to end. Cost to inclu

Providing and fixing reinforcement steel upto 12mm dia., including drilling of holes and fixing the rod using lockset compound as detailed in drawing and as directed. Steel required shall be supplied by the client), The same will not be paid if the dowel

Providing and fixing reinforcement steel from 16mm dia to 32mm dia, including drilling of holes and fixing the rod using lockset compound as detailed in drawing and as directed. Steel required shall be supplied by the client) The same will not be paid i

Collecting and fixing in position high strength weld mesh reinforcement of grade Fe 480 and 6mm dia @ 150mm c/c (weight @ 2.966 Kg/sqm) with an overlap of 75 mm (confirming to IS 432/1982 Part-1) for screed concrete slab/ Waffle Slab / road etc., inclu

Preparing shop drawings, obtaining Structural consultants approval, supplying, fabricating all Structural steel works in accordance with IS:800, delivering at site, hoisting and fixing in position, including all temporary staging and supporting work and

Supply, fabrication and erection in position structural steel work in built up sections/ plate girders made out of beams, channels, Plates, angles, rolled steel sections,for gantry girders, and including cutting, hoisting, fixing in position and applyin

Supply, fabrication and erection in position structural steel sections made out of angles , flats, square or round bars , channels etc., as required for Cable trenches, walkway as per drawing including two coats of synthetic enamel paint over and includi

Supply, fabrication and erection in position structural steel sections made out of plates, chequered plates etc., as required for Cable trenches, walkway as per drawing including necessary anchor fastners etc., complete with two coats of synthetic enam

Supply, fabrication and erection in position structural steel sections made out of plates, chequered plates etc., as required for Cable trenches, walkway as per drawing including necessary anchor fastners etc., complete with two coats of synthetic enam

Supply, fabrication and erection in position structural steel work for ladders and staircases made out of angles, flats, hollow sections and tubular sections etc., including cutting, welding, grinding, drilling, hoisting, fixing in position and applying

Collecting, fabrication and erection in position structural steel work including cutting, hoisting, fixing in position and applying one coat of zinc chromate primer and two coats of enamel paint of approved colour etc., complete all as per specification

Page 6: Material Requirement

Sl.No. Unit Quantity

90 MT

91 MT 15.00

92 MT 10.00

93 Nos 100.00

94 Nos 100.00

95 Nos 100.00

96 Nos 100.00

97 Nos 100.00

98 Nos 100.00

99 Nos 10.00

100 Nos 10.00

101 Nos 10.00

Collecting, fabrication and erection in position structural steel work including cutting, hoisting, fixing in position and applying one coat of zinc chromate primer and two coats of enamel paint of approved colour etc., complete all as per specification

Supply, Fabrication and Fixing MS Grills / Grating made with MS angles, flats,Bars,Hollow Pipes etc., as per approved pattern for opening in drains & service pits etc., embedding in concrete all complete as directed by enginer in charge for the foll

Supply, Fabrication and Fixing MS Grills / Grating made with MS angles, flats,Bars,Hollow Pipes etc., as per approved pattern for opening in drains & service pits etc., embedding in concrete all complete as directed by enginer in charge for the foll

Providing and fixing Mechanical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Mechanical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Mechanical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Mechanical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Mechanical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Mechanical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Chemical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Chemical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Chemical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Page 7: Material Requirement

Sl.No. Unit Quantity

102 Nos 10.00

103 Nos 10.00

104 Nos 10.00

105 Kgs 1,000.00

106 Smt 16,300.00

107 Specification same as item no 106 but for Retaining wall. Smt 6,000.00

108 Smt 4,500.00

109 Smt 4,500.00

110 Smt

111 Smt 1,200.00

112 Smt 11,000.00

113 Smt

Providing and fixing Chemical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Chemical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Providing and fixing Chemical bolts of approved make as per Manufacturer's specification. Prior approval of structural consultant to be take. The method of fixing , depth of insertion, the Yield Strength, Tensile Strength and Recommended bending mome

Supplying, fabricating and fixing MS Foundation bolts of any diameter including threading, nuts, washers etc. The rate to be inclusive of erecting the bolts in position during concreting.

NOTE: Specialized agency to be approved by Client / Consultants. PRINCIPAL MANUFACTURER SHALL GIVE GUARANTEE FOR 10YEARS FOR THE WATERPROOFING WORKS DONE AT SITE. All surfaces to be waterproofed should be sound, clean and dry. Concrete surfaces should h

Providing and laying waterproofing of Podium Slab as per specs listed below and as per manufacturer's specification with a guarantee period of 10 years. (a) Ponding the podium slab to identify the leaking points. (b) The first part consisting of press

Providing and laying M20 grade screed concrete of average 75mm thickness laid to slope / gradient on top of waterproofing treatment including curing, cleaning, shuttering if required and brushing the surface etc. complete. (Using RMC - Cement shall not b

The first part consists of application of first layer of micro fibre reinforced acrylic polymer modified white cementitious polyplus waterproof coating, two part, or equivalent after base preparation of cleaning, brushing and removal of flaky materials,

Specification same as item no 110 but FOR TOILETS incuding bore packing work necessary grouting and treating with water proofing compound

Providing Surface waterproofing for Terrace including Cleaning and brushing the CONCRETE surface. Providing waterproofing for Terrace by Surface method of average thickness 110mm with waterproof admixture as per manufacturer's specification approved b

System: Brushbond TGP Crystalline capillary waterproofing system at 1.5 kg/sq.mt. Providing and applying one coat Brushbond TGP Crystalline capillary waterproofing system at 1.5 kg/sq.mt mixed and applied as per manufacturer’s instructions over p

Page 8: Material Requirement

Sl.No. Unit Quantity

114 Smt 1,500.00

115 Specification same as item no 114 but for STP. Smt 350.00

116 Specification same as item no 114 but for OVER HEAD TANK Smt 500.00

117 Smt

118 Cum

119 Cum

120 Rmt

121 Nos

122 Specification same as item no 121 but for Retaining walls Nos

123 Nos

124 Smt 4,005.00

125 Smt 60,837.00

126 Smt 500.00

127 Smt 1,150.00

Providing water proof Plaster with CM 1:3, 20mm thick finished smooth with a floating coat of cement mixed thoroughly with approved brand and quality water proofing compound at 2% by weight of cement at all levels and heights including scaffolding etc co

WATER PROOFING AROUND A/C DUCTS & OTHER SPECIFIED AREAS Surface Preparation 1. The surface to be treated must be clean and free of laitance, dirt, film, paint, coatings or other foreign matter. 2. If surface is too smooth (e.g. where steel for

Providing and laying light weight concrete fill on structural slab using Cinder concrete with firm adhesion, fire resitance with thermal / acoustic insulation properties, anti corrosion, anti condensation, etc in required proportion to get desired densit

Specification same as item no 118 but with Brick bats in C.M 1:6 for Toilets at all levels

Providing and fixing 50mm dia perforated PVC pipe of pressure 6kgs/sqcm wraped with ss mesh around used to arrest the trapped water in Sand/Cinder/Light Weight concrete etc and the water so trapped will be discharged off to the Trapes. Toilets

Treating the tie-holes by grouting the entire depth of the tie-hole with specialised non shrink cementitious compound, plugging / grouting any minor leakages that occur on the RCC retaining surface from the inside, curing etc., complete with a guarantee

Specification same as item no 121 but for Below Lift Pits and lift walls

Collecting, Fabricating and fixing TRAPEZOIDAL decking profile metal sheet of thickness 2mm and width 956mm. The centre to centre distance between adjacent corrugation will be 130mm and depth of corrugation as 44mm. The side lap of half corrugation and e

Providing and constructing 200mm thick solid concrete block work in walls, piers and architectural features of all profiles at all levels using approved 200mm thk solid blocks of strength 35kg/sqcm in cement mortar 1:6 including raking of joints,curing,

Providing and constructing 100mm thick Solid block work at all levels in walls, piers and architectural features using approved solid blocks of strength 35kg/sqcm in cement mortar 1:4 including curing, steel scaffolding, steel staging, leads and lifts an

Providing and constructing 150mm thick solid concrete block work in walls, piers and architectural features of all profiles at all levels using approved 150mm thk solid blocks of strength 35kg/sqcm in cement mortar 1:6 including raking of joints, curing,

Page 9: Material Requirement

Sl.No. Unit Quantity

128 Cum

129 Smt

130 Cum 629.00

131 Smt

132 Smt

133 Smt 5,691.00

134 Smt

135 Smt 135,196.00

136 Smt

137 Smt 4,274.00

138 Smt

139 Smt 4,442.00

140 Smt 19,992.00

Providing and constructing 230mm thick brick walls using approved first quality table moulded bricks in CM 1:6 with necessary scaffolding, staging, curing, etc., complete with all lead and lift and as per the instructions of the Architect/Engineer in cha

Providing and constructing 115mm thick brick walls using approved first quality table moulded bricks in CM 1:4 with necessary scaffolding, staging, curing, providing M15 grade concrete, 2 nos 6mm MS rods at every 5th course and etc., complete with all l

Providing and constructing size stone masonry in CM 1:6 for foundation and superstructure in courses not less than 150mm high with bond stones at every 2m in each course including chisel dressing the edges of stones, interstices filled with small size bo

Providing and constructing 200mm thick hollow concrete block work in walls, piers and architectural features of all profiles at all levels using approved 200mm thk hollow concrete blocks of specified strength in cement mortar 1:6 including raking of join

Providing and constructing 150mm thick hollow concrete block work in walls, piers and architectural features of all profiles at all levels using approved 150mm thk hollow concrete blocks of specified strength in cement mortar 1:6 including raking of join

NOTES FOR PLASTERING & POINTING Unless otherwise specified the rates quoted for all items shall include the cost of the following: a)Hacking or scarifying concrete surfaces to be plastered or rendered. b)Preparation of surfaces by raking out joints,

Specification and scope of work same as item no 133 but with lime rendering.

Prepare the surface and plaster all internal RCC / Masonry surface, walls, etc., in cement mortar 1:6 , 15 mm thick , smooth finished to line and plumb with lime rendering at all levels, rounding of corners wherever required complete with necessary scaf

Same as above item no 135 but with water proofing compound (using approved waterproofing compound added as per manufacturers instructions) for RCC walls.

Providing rough plastering for dado backing in CM 1:6 12mm thick for fixing tiles, granite slabs, marble, at all levels including rough finishing to line and plumb, the cost of scaffolding, curing, lead and lifts etc., complete for walls including scarif

Providing sponge finish plastering 12mm thick in CM 1:6 on walls at all levels & lifts, including finishing to line and plumb, cost of scaffolding, curing, etc., complete, with all leads and lifts and as directed by Architect/Engineer in charge. (In duc

Same as above item no 138 but with water proofing compound (using approved waterproofing compound added as per manufacturers instructions) for PHE shafts

Providing plaster to external walls, columns, etc. in cement mortar 1:4 (using approved waterproofing compound added as per manufacturers instructions) applied in two coats, first coat of 12mm thick, second coat of 6mm with water proof compound to be ap

Page 10: Material Requirement

Sl.No. Unit Quantity

141 Smt 2,929.00

142 Rmt

143 Specification same as item no 142 but for 15mm x 12mm Rmt

144 Smt

145 Smt 2,000.00

146 Cum 3,230.00

147 Smt 40,019.00

148 Smt

149 Cum

150 Smt

151 Smt 4,217.00

152 MT

Providing 12mm thk external plaster for compound wall, columns, etc. in cement mortar 1:4 finished to line and level to approved texture, including all leads, lifts, scaffolding and curing complete. The rate is inclusive of forming of drip moulds & archi

Providing Architectural grooves in the wall plastering finished with GI channel of size 15 x 12mm of 20 gauge thickness as per the approval of Architects / Site in charge 10mm x 12mm

Providing & making lathen plaster work in CM 1:3 (1 cement: 3 sieved & approved sand) for RCC facia, drops, fins etc. including necessary reinforcment (which will be measured & paid for separately under respective item) and chicken mesh frame work, plast

Repairing and making good openings with construction using cement blocks/laterite, done by other agencies by using GI plaster mesh manufactured by M/s.Arpitha Exports or equivalent on both sides, at any level including plastering the masonry on both sid

NOTE: For all marble, granite, Kota, vitrified, ceramic flooring works, the quoted rate shall include for protection quote using 4mm thick Cello Bubble Guard protection sheet manufactured from M/s Wim Plast Ltd (Contact No - 022 2686 3426). and shall be

Providing & laying 75mm average thick M20 Ready mix concrete for granolithic flooring laid in panels consisting of 50mm thick 1:2:4 mix concrete (20mm down aggregate) and 25mm topping with 1:1.5 granolithic mix base (1 cement: 1.5 parts granite chips 10

Providing and laying of Nitofloor hardener as per the manufacturer's specifcation and as directed at locations specified. Rate to include for all tools and tackles, lead and lift etc complete

Providing, supplying and laying, finishing M20 grade ready mixed controlled concrete for non slippery, Vaccum dewatered flooring including cleaning, trimming, watering the surface, laying in strips to required levels, power trovelling, smoothening, cur

Providing vacuum de-watered flooring operation consisting of providing side shuttering with MS channels, angles to the required levels, Vibrating the concrete by using screed vibrator, de-watering using vacuum pumps by suction method and finishing the to

Providing & laying M20 grade Ready mix controlled concrete IPS flooring of 50 mm thick using 12mm downsize aggregates laid in panels not exceeding 2.5sqm in area laid to proper level/slope etc. for stair case steps. The floor shall be completed with 1:1

Providing, Fabricating and fixing in position structural steel edge angles for staircase steps conforming to IS 800 of size 50x50x 5MM and 40mm X 5mm thk MS flat for anchoring. Cost to include necesary anchor fasteners for fixing , chipping, grooving, ap

Page 11: Material Requirement

Sl.No. Unit Quantity

153 Smt 12,051.00

154 Rmt 4,122.00

155 Smt 40.00

156 Smt 6,802.00

157 Smt 3,073.00

158 Smt 11,000.00

159 Rmt

160 Smt 1,455.00

161 Rmt 6,527.00

162 Rmt 6,976.00

163 Rmt 6,899.00

164 Rmt

Collecting, fixing and Laying Flooring in position to pattern called for upto 30mm thick Engineered Stone using cement slurry over 1:4 cement mortar bed of 20mm average thickness at all levels. Joints in the flooring to be filled with cement based grout

Collecting, fixing and Laying Skirting 100mm high with upto 30mm thick Engineered Stone using cement slurry over 1:4 cement mortar bed of 20mm average thickness at all levels. Joints to be filled with cement based grout of approved shade as per manufactu

Collecting, Cutting and laying in position to pattern called for using upto 30mm thick Steel grey Granite flooring inside the lift cabin laid over epoxy adhesive of fosroc or approved equivalent make to match the required lvl joints filled and finished

Collecting, cutting and laying in position to pattern called for using Antiskid ceramic tile flooring as per pattern indicated in drawing set in cement slurry over 1:4 cement mortar bed of 20mm average thickness in all levels. Joints in the flooring to b

Collecting and fixing dado over existing wall using Ceramic tile set in CM 1:4 10mm thick cement backing at all levels. Rate to include fixing the tile in pattern as indicated in the detail drawing. Quoted rate to include the cost of making cut-outs for

Collecting and laying Terracotta tile flooring over a bed of waterproof cement mortar 1:4 on roof balconies, etc., laid to required pattern, slope to drain water to the outlets including grouting the joints with matching colour pigmented cement slurry, r

Collecting and laying 100mm height Terracota tile Skirting of approved size , with paper thin joint , set in 20mm thick cement mortar 1:4, suitably roughened cement slurry and pointing of joints with tilemate or equivalent to match the colour of tile

Collecting, cutting and laying upto 30mm thk kota slab flooring as per pattern indicated in drawing set in cement slurry over 1:4 cement mortar bed of 20mm average thickness at all levels. Joints in the flooring to be filled with cement based grout of ap

Collecting & fixing staircase treads of size 300mm deep as per detail drawings, formed out of upto 30mm thick kotah stone slab in 20mm thk CM 1:6, front exposed edges of the tread to be ground to full round and polished to gloss with 3 nos grooves as gri

Collecting & fixing staircase risers of size 200mm high as per detail drawings formed out of upto 30mm thick Kotah stone slab in 20mm thk CM 1:6 . Joints to be grouted using approved cement based grout tinted to match the kota treads including polishi

Collecting and fixing upto 30mm thick 100mm high kota stone skirting to match the joints of flooring fixed using cement mortar as per detail drawing. including chasing wall where necessary, making good the chased surface, curing, polishing and making gr

Collecting and fixing upto 30mm thick 260mm wide pre-polished Kota coping to match the joints of flooring set in cement mortar as per detail drawing. All exposed edges of the coping to be ground to half round and polished to gloss, joints to filled with

Page 12: Material Requirement

Sl.No. Unit Quantity

165 Rmt

166 Smt 283.00

167 Specs same as item no 166 but for (COLUMNS) Smt 571.00

168 Rmt 447.00

169 Rmt

170 Rmt 374.00

171 Rmt 176.00

172 Rmt 91.00

173 Rmt 38.00

174 Smt 239.00

175 Smt

176 Rmt 1,350.00

177 Smt

178 Rmt 1,020.00

Providing and fixing of PVC Internal/External Round edge Tile Beading of nominal thickness 1.2 mm of suitable Colours & depths, made out of PVCU and PVC co-extrusion as protector for tiles inner corners and external edges, for all vertical and Horizontal

Collecting and fixing dado over RCC/Masonry structures using granite slabs upto 30mm thk set in CM 1:4 10mm thick cement backing at all levels. Rate to include fixing the granite slab in pattern as indicated in the detail drawing. Quoted rate to include

Collecting and fixing upto 30mm thick Granite slab for in sills and ledges up to maximum width of 150mm in one piece on 20mm thick C.M 1:4 bed. The outer edge shall be bull nosed as per detail drawings. The joints shall be pointed with the matching cemen

Providing and doing Bull nosing for 30mm thick Granite / Marble / Engineered Marble

Collecting and fixing granite counters 600mm deep formed out of 30mm thick Granite at all levels. The edge of the counter to be sandwiched to form a 40mm thick fascia using 20mm thick 75mm wide mirror polished marble & ground on the edges to form full r

Collecting & fixing staircase treads of size 300mm deep as per detail drawings formed out of upto 30mm thk Granite slab in 20mm thk CM 1:6, Front exposed edges of the tread to be ground to full round and polished to gloss with 3 nos grooves as grip mould

Collecting & fixing staircase risers of size 150mm high as per detail drawings formed out of Granite slab and fixing using 20mm thk CM 1:6. Joints to be grouted using approved cement based grout tinted to match the shade including polishing, protection t

Collecting and fixing 30mm thick 100mm/150mm high Granite skirting to match the joints of flooring fixed using cement mortar as per detail drawing. including chasing wall where necessary, making good the chased surface, curing, polishing and making groov

Collecting and laying in position to pattern called for using Granite flooring upto 30mm thk as specified to locations as called for at all levels, laid over 20mm thick or more cement mortar bed (to make up required finished floor level) in mix 1:6, the

Collecting, cutting and laying upto 30mm thick granite slab flooring circular pattern of 300mm, 600mm and 850mm as per pattern indicated in drawing set in cement slurry over 1:4 cement mortar bed of 20mm average thickness at all levels. Joints in the fl

Collecting and laying of 100mm wide granite strips laid over cement mortar bed in CM 1:6,20mm thick with edge chamfering at the edge for ramp flooring at the entrance.The scope of work includes necessary tools & tackles etc complete.

Providing Granite flaming operation for granite flooring at court yard area.The scope of work includes gas for flaming,tools & tackles etc complete.

Providing V Groove in the granite wall.The scope of work includes all necessary tools and tackles etc complete.

Page 13: Material Requirement

Sl.No. Unit Quantity

179 Rmt

180 Rmt

181 Rmt 520.00

182 Nos 250.00

183 Smt

184 Rmt

185 Smt 230.00

186 MT 20.00

187 Nos 3.00

188 Specification same as item no 187 but for 900 x 1500 Nos 127.00

189 Specification same as item no 187 but for 1000 x 2100 Nos

190 Specification same as item no 187 but for 1200 x 2100 Nos 89.00

191 Specification same as item no 187 but for 1500 x 2100 Nos

192 Specification same as item no 187 but for 1800 x 2100 Nos

193 Specification same as item no 187 but for 2400 x 2100 Nos 6.00

194 Nos 3.00

195 Specification same as item no 194 but for 900 x 1500 Nos 127.00

196 Specification same as item no 194 but for 1000 x 2100 Nos

Labour charges for providing chamfering for granite, marble and kota stone as directed and as per the drawings etc complete at all levels.

Labour charges for providing half nosing for granite, marble and kota stone as directed and as per the drawings etc complete at all levels.

Collecting & laying upto 30mm thick granite stone coping with average width of 260mm laid over cement mortar bed in CM 1:6,20mm thick at ticket counter area.The scope of work includes providing edge chamfering & edge polish and making template for fixing

Collecting and fixing Granite slabs in partitions of size 600 X 1200mm between Urinals.Cost to include Top, side and all visible surfaces polished & rounded off and fixed In CM 1:4 to walls with necessary MS clip sections as per detail drawings.

Collecting, cutting and laying in position to pattern called for using Vitrified tile flooring as per pattern indicated in drawing set in cement slurry over 1:4 cement mortar bed of 20mm average thickness at all levels. Joints in the flooring to be fille

Specification same as item no 183 but for skirting for a height 100mm including necessary chipping, finishing, grooves etc.,

EXTERNAL DRY CLADDING WORKS Collecting, hoisting and fixing in position 25mm thick Granite stone slab dry cladding to walls, columns and other vertical / horizontal faces, Granite to be fixed to the surfaces using GI clamps made of 5mm thick 3 way adjus

JOINERY WORKS Providing and fixing MS STEEL DOOR made out of main frame with 65x 65 x 6mm angle and shutter of 2 mm thick sheet welded to MS angle frame with 30x30x6mm angle with 3.15mm thick MS Sheet panel with top ,Middle,Bottom and Diagnal bracein

Supply and fixing Sal wood frame using sections of size 65X125 mm with Single/Double Rebate and Rough ground finish, including fixing the frame to masonry / concrete surfaces with 3 nos. of MS holdfasts of 300x 40x 6mm fixed to the frame for each vertica

Supply and fixing of 32mm thk Marine solid core flush shutter, with teakwood edging/lipping and resin coatings on all sides, hinged to frame with 3 no's of 100 mm SS ball bearing Butt hinges, including supply and fixing of all types of hardware like h

Page 14: Material Requirement

Sl.No. Unit Quantity

197 Specification same as item no 194 but for 1200 x 2100 Nos 89.00

198 Specification same as item no 194 but for 1500 x 2100 Nos

199 Specification same as item no 194 but for 1800 x 2100 Nos

200 Specification same as item no 194 but for 2400 x 2100 Nos 6.00

201 Smt

202 Rmt 1,056.00

203 Rmt

204 Rmt

205 Rmt

206 Rmt

207 Rmt 1,029.00

208 Smt

209 Smt

210 Nos

Collecting and fixing client supplied aluminium doors, steel doors, fire doors, windows, ventilators, exhust fans etc with anchor bolt of required size and finishing all around with CM 1:5 including cost of all fasteners etc complete as per drawings. (F

Providing and fixing Mild steel Hand Rail 1000mm high using B Class, 50mm dia . circular in section as shown in the drawing mounted over 10mm dia connector rods supported on 2 Nos verticals per tread 20mm B Class pipe which are to be fixed on waist sla

Providing and fixing Stainless steel Hand Rail 1000mm high using, 50mm dia . circular in section as shown in the drawing mounted over 10mm dia SS connector rods supported on 2 Nos verticals per tread 20mm SS pipe which are to be fixed on waist slab sides

Providing and fixing Stainless steel Wall Rail using 50mm dia circular in section as shown in the drawing mounted over 10mm dia SS connector rods supported 8mm SS plates connected to SS insert plate which is fixed to the wall with Anchor bolts complete

Providing and fixing MS Wall Rail using 50mm dia circular in section as shown in the drawing mounted over 10mm dia MS connector rods supported 8mm MS plates connected to MS insert plate which is fixed to the wall with Anchor bolts complete as shown in t

Providing and fixing Mild steel Hand Rail 1000mm high using B Class, 50mm dia . circular in section as shown in the drawing mounted over 10mm dia connector rods supported on 2 Nos verticals per tread 20mm B Class pipe which are to be fixed through the

Providing and fixing of Stainless Steel glass railing as per design and detail consists of Stainless Steel balustrade of 75mm x 50mmk x 1000mm high section welded to insert plates anchored to existing structural slab using necessary anchor bolts as detai

Providing and fixing chain link fence with 50x50mm " eye " 10 Gauge stretched and fixed to vertical RCC posts with necessary binding wire / bolts, nuts etc as directed with 10G GI wire at top and bottom as stiffener.HSD YARD

Providing and fixing chain link gate of 50x50mm " eye " 10 Gauge streched and fixed to 50x50x6mm angles allround with 30x6mm MS flates diaoganally fixed as stiffener.The cost should be inclusive of 100mm dia ms pipe posts on either side.The cost also to

Providing and laying precast drain cover slab using 1:1.5:3 Concrete with 20mm and down size aggregate with minimum cement content of 6.4bags per cum.The rate to be incusive of casting, curing,lifting and placing at the required place including pointing

Page 15: Material Requirement

Sl.No. Unit Quantity

211 Rmt

212 Rmt

213 Rmt 300.00

214 Specification same as item no 213 but for 200mm dia Rmt

215 Specification same as item no 213 but for 300mm dia Rmt

216 Nos 5.00

217 Rmt 150.00

218 Specification same as item no 217 but for 450 mm Inner Dia Rmt 150.00

219 Specification same as item no 217 but for 600 mm Inner Dia Rmt 150.00

220 Nos

221 Specification same as item no 220 but for ii. 100 mm to 200 mm dia Nos

222 Specification same as item no 220 but for iii. 200 mm to 300 mm dia Nos

223 Nos

224 Specification same as item no 220 but for ii. 100 mm to 200 mm dia Nos

225 Specification same as item no 220 but for iii. 200 mm to 300 mm dia Nos

226 Nos

227 Rmt

Providing and laying / fixing 225mm dia vertical perforated drain pipe at 10.0mts intervals for Retaining walls for basement height surrounded with 450mmx450mm jelly (20mm downsize aggregates) drain. The rate quoted shall be inclusive of temporary shutte

Providing and laying 450mmx450mm jelly (20mm downsize aggregates) drain with 200mm dia perfurated pipe along the retaining wall and inside the basement as indicated in the drawing and the same shall be wrapped with poly propelene non oven geo filter fabr

Supplying, installing, comissioning of subsoil drainage system with perforated PVC pipe of 6Kg pressure confirming to IS 13592 : 1992 type B class - 3 with specified perforations laid to the required level and grade with collars, self adhesive including

Providing and constructing external well for sub soil drainage disposal with precast perforated RCC rings of 2m dia and 75mm thick reinforced with 8mm stirrups at 200mm c/c bothways including excavation in all types of soil , providing sand filling at th

Providing and laying RCC Hume pipe NP2 CLASS with collars including jointing with cement mortar 1:3, including providing and laying cement concrete 1:3:6 75mm thick below and at the sides of joints etc complete as per instruction of Engineer Incharge inc

Supplying and fixing G.I.Puddle Flanges of various dia and size made out of G.I B Class with screwed ends, cap and providing, fabricating and fixing puddle plate 300x300x5mm upto 200mm dia and 400x400x5mm for 200mm to 300mm dia flange.as per drawing for

Specification same as item no 220 but for lenght Between 500 mm to 1000 mm long. i. 50 mm to 100 mm dia

Providing and fixing PVC Encapsulated rungs fabricated as per drawings including fixing in concrete.

Filling and sealing the expansion joint with necessary backer rod, sealing tape as per details/drawings. Silicone sealant shall be of Gun grade either single or two part component capable of withstanding repeated extensions, compressions, vibrations and

Page 16: Material Requirement

Sl.No. Unit Quantity

228 Rmt

229 Smt

230 Smt

231 Nos 50.00

232 Nos 50.00

233 Nos 50.00

234 Nos 50.00

235 Nos 50.00

236 Nos 30.00

237 Specification same as item no 231 but for 16 mm dia & 160 Depth Nos 30.00

238 Specification same as item no 231 but for 16 mm dia & 200 Depth Nos 30.00

239 Specification same as item no 231 but for 16 mm dia & 210 Depth Nos 30.00

240 Nos 25.00

241 Specification same as item no 231 but for 20mm dia & 210mm Depth Nos 25.00

242 Specification same as item no 231 but for 20mm dia & 220mm Depth Nos 25.00

243 Specification same as item no 231 but for 20mm dia & 250mm Depth Nos 25.00

244 Specification same as item no 231 but for 20mm dia & 280mm Depth Nos 25.00

245 Nos 10.00

246 Specification same as item no 231 but for 30mm dia & 210mm Depth Nos 10.00

247 Specification same as item no 231 but for 30mm dia & 220mm Depth Nos 10.00

248 Specification same as item no 231 but for 30mm dia & 250mm Depth Nos 10.00

Providing and sealing the expansion joints with proprietory based joint sealing systems like VEXCOLT or equivalent with necessary backer rod , Aluminium/S.S extrusions, locking arrangement, Anchor bolts Sealants,tapes,cappings,gaskets,etc ; complete as

Providing fabricating and fixing 25mm Thick Thermocole board of density 50kgs/Cum for expansion Joints as per drawing.

Providing fabricating and fixing 25mm Thick Shalitex Board for expansion Joints.

Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with HY150 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc comp

Specification same as item no 231 but for 12 / 14 mm dia & 140 Depth

Specification same as item no 231 but for 12 / 14 mm dia & 150 Depth

Specification same as item no 231 but for 12 / 14 mm dia & 160 Depth

Specification same as item no 231 but for 12 / 14 mm dia & 200 Depth

Specification same as item no 231 but for 16 MM Dia Rebar 16 mm dia & 150 Depth

Specification same as item no 231 but for 20 MM Dia Rebar 20mm dia & 200mm Depth

Specification same as item no 231 but for 25 mm dia Rebar 30mm dia & 200mm Depth

Page 17: Material Requirement

Sl.No. Unit Quantity

249 Specification same as item no 231 but for 30mm dia & 280mm Depth Nos 10.00

250 Nos 10.00

251 Specification same as item no 231 but for 35mm dia & 210mm Depth Nos 10.00

252 Specification same as item no 231 but for 35mm dia & 220mm Depth Nos 10.00

253 Specification same as item no 231 but for 35mm dia & 250mm Depth Nos 10.00

254 Specification same as item no 231 but for 35mm dia & 280mm Depth Nos 10.00

255 Rmt

256 Smt

257 Nos

258 Nos

259 Nos

260 Nos

261 Nos

262 Nos

263 Nos 500.00

Specification same as item no 231 but for 28 mm dia Rebar 35mm dia & 200mm Depth

Cutting groove in concrete and cleaning the dust with vaccum cleaner and filling the groove with 80 / 100 bitumen mixed with sand in the proportion 1 : 2 and poured hot, joints in pavement or any other place of size 12mmx15mm.

Providing Nitobond EP, epoxy resin concrete bonding agent as per Fosroc specifications .The material shall be stored, handled and mixed strictly in accordance with the manufacturer's instructions.

Construction of manhole with best quality approved wire cut bricks in CM 1:6,500mm dia @top and 1200mm dia @bottom over a bed of 250mm thick PCC 1:4:8,walls plastered smooth inside in CM 1:3 and outside with CM 1:3 with sponge finish, benching and channe

Construction of manhole with best quality approved wire cut bricks in CM 1:6,500mm dia @top and 1200mm dia @bottom over a bed of 250mm thick PCC 1:4:8,walls plastered smooth inside in CM 1:3 and outside with CM 1:3 with sponge finish, benching and channe

Construction of Inspection chamber 0.60m x 0.60m x1.6m deep with 230mm thick brickmasonry in cement mortar 1:4 using approved quality bricks, 150 mm thick plain cement concrete 1:4:8 with 20mm downgraded coarse aggregates in foundations, 13mm thick cemen

Construction of valve chamber with 230mm best quality bricks in CM 1:4 over a bed of 100mm thick PCC 1:4:8, internal walls plastered rough with sponge finish C.M 1:3, including curing with all necessary leads and lift and providing heavy duty cast iron

Construction of valve chamber with 230mm best quality bricks in CM 1:4 over a bed of 100mm thick PCC 1:4:8, internal walls plastered rough with sponge finish C.M 1:3, including curing with all necessary leads and lift and providing heavy duty cast iron

Construction of valve chamber with 230mm best quality bricks in CM 1:4 over a bed of 100mm thick PCC 1:4:8, internal walls plastered rough with sponge finish C.M 1:3, including curing with all necessary leads and lift and providing heavy duty cast iron

Supplying and installing pre-cast PCC support blocks of sizes 230mm x 230mm x 230mm,including plastering in CM 1:4,for pipe supports on the terrace complete.

Page 18: Material Requirement

Sl.No. Unit Quantity

264 Kgs

265 Nos 250.00

266 Specification same as item no 265 but for Male Coolie. Nos 250.00

267 Specification same as item no 265 but for Female Coolie. Nos 250.00

268 Kilo Lts.

269 Cum

270 Specification same as item no 269 but for Plain Cement concrete Cum

271 MT

272 Smt

273 Smt

274 Cum

275 Smt

276 Rmt

277 Nos

278 Specification same as item no 277 but for b) 160mm Dia Nos

279 Cum

280 Specification same as item no 231 but for 16 mm dia & 220 Depth Nos 30.00

Providing and mixing fiber mesh MD graded fibrillated 100% virgin polyproplyene fibers manufactured by Synthetic Inc., USA in the structural concrete at 0.9 kgs per cum. of concrete for terrace slab with all lead & lift for all materials & labour and as

Supplying of various labour for departmental works for 8Hrs duty excluding lunch time, rate to include contractor OH and profit, Statutory obligations for work men,tools,tackles etc Mason

Supply of Grey water for construction purpose including transportation, loading and unloading to located sump tanks inside the site premises.

Dismantling & disposing due to change in design or layout by mechanical means using chippers, concrete breakers etc as directed by the engineer incharge for the following items of work including protective scaffolding or support system if required. The

Specification same as item no 269 but for Dismantling specified Mild steel / Cast iron structual members include stacking the dismantled pieces as directed by the engineer.

Specification same as item no 269 but for Dismantling of brick / block masonry including chipping of plaster (150 to 230mm thk)

Specification same as item no 269 but for Dismantling/Removing the slab/beam shuttering form work due to change of design or layout as per instructions.

Specification same as item no 269 but for Dismantling existing RRM / SSM / UCR masonry.

Specification same as item no 269 but for Removing doors, windows, ventilators, rolling shutter etc.,

Providing and fixing of Rubber corner bead to protect parking area columns made out of rubber of size 50 MM X 50 MM X 10mm thk. and length 1.00 mts base material galvanized iron of nominal thickness 1.00 mm with a Zinc coating of 120 gms per Sqm at the

Providing, packing and finishing PVC rain water kurras by providing brush coat of Protex A followed by Protekta Flex joint surrounding the bore areaincluding applying a coat of Protekta flex joint and smear silica sand for better adhesion between PVC pip

Providing and spreading of 40mm metal for transformer yard (150mm thick).Rate shall include spreading the metal in layers and tamping to required thickness as directed by engineer-in-charge.

Page 19: Material Requirement

Sl.No. Unit Quantity

281 Cum 3,150.00

282 Smt 5,450.00

283 Smt

284 Smt 5,450.00

285 Cum 815.00

286 Smt

287 Smt 5,450.00

288 Smt 940.00

289 Rmt 2,150.00

290 MT 200.00

291 Cum 3,000.00

292 MT 470.00

Earth work excavation over areas to lower the existing general SURFACE OF THE GROUND upto 250mm to 600 mm depth in all type of soils including all types of soil excluding soft rock, hard rock, compacting the surface using Vibro roller to achieve 95% proc

Providing and laying granular sub-base consisting of sand, moorum, crushed stone and gravel mixed in proportions conforming to Table 400-1/ Table 400-2 as applicable of MOST Specifications or as directed by the consultant for subgrade to a compacted thic

Providing ,laying ,spreading and compacting to the required line camber level using graded stone aggregate wet mix macadam (WMM) of 200 mm thk as per specification including cost of all materials, laying uniform layer of base course, on a well prepared s

Providing and Fixing 150 micron thk. plastic sheet over the quarry dust surface spread completely on the Road surface before laying concrete

Providing & laying M15 grade Ready mix controlled reinforced cement concrete conforming to grades as specified in (IS 456 - 2000) as per specifications using 20mm down size aggregates at all levels including necessary shuttering, scaffolding, pumping, co

Providing mechanical / power trowelling at locations specified. Rate to include for fuel, tools and tackles, all lead and lift etc complete as directed.

Collecting and fixing in position high strength weld mesh reinforcement of grade Fe 480 and 6mm dia @ 150mm c/c (weight @ 2.966 Kg/sqm) with an overlap of 75 mm (confirming to IS 432/1982 Part-1) for screed concrete slab/ Waffle Slab / road etc., inclu

Collecting & laying 65mm to 80mm thick interlocking pavers of approved shape and size, shade & colour, Cost to include provding sand bed, the pavers shall be laid over sand bed of 50mm avg. thk & compacting with vibrating plate compactor having 5 tonnes

Providing & fixing in position pre-cast concrete kerbs including pre-casting of kerbs of required size as per drawing & approved sample, with concrete of grade M20 over a prepared platform with necessary surface preparation, formwork/ moulds for casting

Shifting of structural steel/reinforcement steel using Hydra (15MT capacity) for loading of steel after sorting out the scrap and unloading at a location within the site as per the Project in charge instruction.Scope of work includes using tippers & rigg

Removing the debris from the site using JCB/ Poclain to a location not objected by civic authorities.The scope of work includes loading,unloading,lifting & identifying dumping location.The rate is inclusive of diesel,lubricants,tools & tackles etc comple

AMENDMENT FOR INCLUDING SOIL NAILING & MICRO PILING WORKS. Stabilizing the slope of earth cut during the excavation process to prevent the sliding by driving the anchor bars using rebars to the required depth in slope to the soil surface as per soil con

Page 20: Material Requirement

Sl.No. Unit Quantity

293 Smt 4,730.00

294 Smt

295 Nos

296 Nos 145.00

297 Smt 3,239.00

Total :Recovery Details

Reduction in rate for RCC items for providing & laying Ready mix conc Cum

Reduction in rate for RCC items for providing & laying Ready mix conc Cum

Terms and Conditions :

Thanking you, For Shantiniketan Leisures Pvt Ltd

Yours faithfully,

For Shantiniketan Leisures Pvt LtdV.GopalSr.Vice President - Projects & Planning

Providing 50 mm thk 1:2:1 shot-crete using 6mm to 8mm down size aggregates to be made part of permanent wall including providing and fastening 50 x 50 x 2.8 mm weld mesh to the anchor bars /nails as shown in drawing. The rate shall include necessary stag

Providing and Gunniting the surface with 1:2 cement mortar 50mm thick with the maximum water to cement ratio of 0.4 using fine cement and shrink compensating grout, including providing and fastening 50 x 50 x 2.8 mm weld mesh to the anchor bars/nails as

Providing and drilling 200mm diameter bore holes by appropriate method duly approved by structural consultant at 750mm c/c spacing from existing ground level upto a depth of 2.0 m below the PCC bottom level and inserting 2.5mm thk MS casing pipe of 150mm

Specification and scope of work same as item no 295 but for 4.2mm thick MS casing pipe.

Providing and fixing /covering the excavated surface using 500 micron gauge Polythene sheet to prevent surface erosion. Rate to include for supply, loading and unloading, storing, tranportation, laying, sealing of junctions and overlaps, all leads and l

AMENDMENT NO 3 This is an amendment to the previously issued work order vide no SLPL/WO/SM/M/3/2010-11 AM-2.Any advance / payments made against this work order vide no

SLPL/WO/SM/M/3/2010-11 AM-2 shall be adjusted against this amended work order.All oth

Page 21: Material Requirement

BOQ DESCRIPTION UNIT QUANTITY M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18

1.07 0 0.00

HSD YARD AND AT LOCATIONS SPECIFIED BY THE EIC cum 950.00 50 50 400 450 950 0.00

1.12 cum 50.00 50 50 0.00

1.13 sqm 16300.00 2000 2000 2000 2000 2000 2000 2000 2300 16300 0.00

1.14 sqm 17500.00 5000 5000 5000 2500 17500 0.00

2.01 cum 80.00 40 40 80 0.00

2.03 cum 1225.00 400 400 200 75 100 75 1250 -25.00

2.04 cum 130.00 60 70 130 0.00

2.05 cum 40.00 40 40 0.00

2.06 sqm 900.00 200 350 350 900 0.00

2.07 cum 30.00 15 15 30 0.00

3.01 cum 11250.00 2000 2000 2000 1000 1000 1000 500 500 450 400 400 11250 0.00

CUM 0 0.00

3.02 cum 4765.00 300 400 400 400 400 400 400 450 450 450 400 315 4765 0.00

3.03 a cum 30010.00 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2510 2500 30010 0.00

3.03 b cum 0 0.00

3.03 c cum 1907.00 250 250 250 250 250 200 200 257 1907 0.00

3.04 0 0.00

3.04 a cum 2660.00 220 220 230 200 220 220 200 200 200 220 220 250 60 2660 0.00

3.04 b cum 450.00 50 50 50 50 50 50 50 50 50 450 0.00

3.05 0 0.00

3.05 a cum 3800.00 300 300 300 300 300 300 300 300 300 300 300 200 200 100 3800 0.00

ALL LEVELS cum 1405.00 100 100 100 100 100 100 100 100 100 100 100 100 100 105 1405 0.00

3.10 cum 115.00 30 30 55 115 0.00

3.12 RCC PARAPET WALLS USING M20 GRADE CONCRETE AT ALL LEVELS (USING RMC) cum 150.00 75 75 150 0.00

3.16 0 0.00

C-3.1 FOR CONCRETE OF GRADE M35 cum 3800.00 250 250 350 350 400 400 450 450 450 450 3800 0.00C-3.2 FOR CONCRETE OF GRADE M40 cum 11250.00 1000 1000 1000 1000 1250 1250 1250 1250 1250 1000 11250 0.00C-3.3 FOR CONCRETE OF GRADE M45 cum 4765.00 400 400 465 500 500 500 500 500 500 500 4765 0.00C-3.4 FOR CONCRETE OF GRADE M50 cum 0 0.00

4.00 0 0.00

4.01 sqm 14887.00 2500 2500 2500 2500 1000 1000 1000 1000 200 200 287 200 14887 0.00

4.02 sqm 36580.00 2000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 800 780 36580 0.00

4.03 sqm 105000.00 4500 8000 8000 8000 8000 8000 8000 8000 8000 7500 7500 7500 7000 7000 105000 0.00

4.03.10 RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS sqm 5100.00 400 400 400 400 400 400 400 400 350 350 350 300 300 250 5100 0.00

4.04 0 0.00

4.04.01 sqm 28285.00 2100 2100 2100 2100 2100 2100 2000 2000 2000 2000 2000 2000 1900 1785 28285 0.00

4.04.02 sqm 4215.00 350 350 350 350 350 350 350 350 350 350 300 290 125 4215 0.00

4.05 0 0.00

4.05.01 sqm 25850.00 2100 2100 2100 1800 2000 2000 2000 2000 2000 2000 2000 1900 1850 25850 0.00

ALL LEVELS sqm 6397.00 600 600 450 447 450 450 450 450 500 500 500 500 500 6397 0.004.07 RCC PARAPET WALLS AT ALL LEVELS sqm 1200.00 300 300 300 300 1200 0.005.00 STEEL REINFORCEMENT 0 0.00

5.01 0 0.00

AT ALL LEVELS MT 7175.00 500 520 480 500 480 450 480 530 480 485 500 450 500 520 300 7175 0.00

5.02 0 0.00

5.02.1 FOR Y32 MM DIA Nos 1500.00 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1500 0.00

5.03 Nos 500.00 30 30 30 30 35 35 35 35 35 35 35 35 35 35 30 500 0.00

6.01 g b) MS HOLLOW PIPES MT 10.00 1 1 1 1 1 1 1 1 1 1 10 0.00

6.02 0 0.00

6.02 1 M8 Nos 100.00 70 30 100 0.00MT 0 0.00

6.02 2 M10 Nos 100.00 70 30 100 0.00MT 0 0.00

6.02 3 M12 Nos 100.00 70 30 100 0.00MT 0 0.00

6.02 4 M16 Nos 100.00 70 30 100 0.00MT 0 0.00

6.02 5 M20 Nos 100.00 70 30 100 0.00MT 0 0.00

6.02 6 M24 Nos 100.00 70 30 100 0.00MT 0 0.00MT 0 0.00

BOQ CODE

SAND (APPROVED BY ENGINEER) FILLING BELOW FLOORS,SIDES OF FOUNDATION RETAINING WALL,TRENCHES,LIFT PITS,ELSE WHERE INCL WATERING,CONSOLIDATING USING PLATE VIBRATORS, CONSOLIDATING IN LAYERS NOT MORE THAN 50MM THICKNESS

SUPPLYING,FILLING WITH 80-20MM GRADED STONE AGGREGATE WITHOUT DUST AS SUB-BASE BELOW RAFT SLAB AT BASEMENT INCL BASE PREPARATION BY MECHANICAL COMPACTION,WATERING,PACKING,COMPACTING USING VIBROROLLER,CONSOLIDATING.COMPACTED THICKNESS WILL BE PAID

PROVIDING,LAYING 150MM THICK SOLING WITH SAND CUSHION OF 50MM THICK INCL COST,BASE PREPARATION BY MECHANICAL COMPACTION,USING GRANITE HAND BROKEN METAL/ RUBBLE AND SMALLER PEBBLES FOR VOID FILLING, MOORUM FOR BINDING,WATERING,PACKING,COMPACTION

SUPPLYING,DILUTING,INJECTING CHEMICAL EMULSION FOR PRE-CONSTRUCTIONAL ANTI-TERMITE TREATMENT,CREATING CHEMICAL BARRIER UNDER AND AROUND COLUMN PITS,WALL TRENCHES,BASEMENT EXCAVATION,PLINTH FILLING,JUNCTION,EXTERNAL PERIMETER,EXPANSION JOINTS

PROVIDING,LAYING PCC 1:4:8 CONCRETE USING 40MM DOWNSIZE AGGREGATES BELOW GRADE SLAB,RETAINING WALLS, SUMP TANKS, DRAINS, TRENCHES, D.G.FOUNDATIONS, HSD STORAGE TANKS,INCL BASE PREPARATION,COMPACTION,LEVELING,CURING,SHUTTERING

PROVIDING,LAYING M10 PCC (RMC) BELOW RAFT SLAB USING 20MM DOWNGRADED AGGREGATE IN LAYERS,COMPACTED INCL PUMPING,VIBRATION,SHUTTERING,CURING,BASE PREPARATION,BELOW GRADE SLAB,RETAINING WALL,SUMP TANKS,DRAINS,TRENCHES,D.G.FOUNDATION,HSD STORAGE TANKS

PROVIDING AND LAYING PCC 1:5:10 USING RIVER SAND, 20MM AND DOWNSIZE METAL AGGREGATES FOR BED IN STORM WATER DRAINGE INCL FINISHING TOP WITH 12MM THK CM 1:4 WITH BRUSH FINISH INCL BASE PREPARATION,COMPACTION,CURING,SHUTTERING

PROVIDING,LAYING PCC OF MIX 1:3:6 (1 CEMENT: 3 CLEANED,APPROVED SAND: 6 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FOR DPC,COPINGS,OTHER SUCH WORKS INCL FORMWORK,COMPACTION,CURING WITH ALL LEAD & LIFT FOR ALL MATERIALS & LABOUR

PROVIDING,LAYING 50 MM THICK PCC 1:2:4 USING RIVER SAND, 20MM DOWNSIZE METAL AGGREGATES OVER CINDER FILLING FOR SUNKEN AREAS, INCL BASE PREPARATION,COMPACTION, CURING, SHUTTERING,INCL WATER PROOFING COMPOUND

PROVIDING, CASTING, SUPPLYING AND LAYING PRECAST CONCRETE MEMBERS LIKE LINTELS, MANHOLE FRAMES AND COVERS, SHELVES, ETC. IN M20 CONCRETE USING APPROVED SAND, 20MM AND DOWNSIZE METAL INCL COST OF SHUTTERING MOULD, WITH CURING

RCC FOR FOUNDATION M30 GRADE CONCRETE AT ALL LEVELS FOR BASE SLAB, RAFT SLAB, FOOTINGS, PEDESTALS , CABLE TRENCH, STORM WATER DRAINS, HSD YARD, BASE SLAB AND TOP SLAB FOR TANKS (UGT, OHT, STP, STORM WATER COLLECTION SUMP), BOUNDARY WALLS (USING RMC)

RCC FOR COLUMNS AND PEDESTALS OF ALL SHAPES AND SIZES USING M30 GRADE AT ALL LEVELS (USING RMC)

FLAT SLABS INCLUDING DROP PANELS, SUSPENDED FLOOR SLABS, SUNKEN SLABS, CANTILEVER SLABS, RAMP SLAB, CHEJJAS, CILLS, BALCONIES, SLOPE SLABS AND FOR CANOPIESAT ALL LEVELS (USING RMC)

WAFFLE SLAB OF SIZE, 900 X 900 X (375+125), 200/300 RIBS AT ALL LEVELS (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS (USING RMC)

RCC M30 GRADE OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS (USING RMC)

RCC M30 GRADE FOR RETAINING WALLS/BOUNDARY WALL/ CORE WALLS OF ALL THICKNESS AT ALL LEVELS. IF ANY WATER LEAKAGE IS FOUND THE SAME HAS TO BE RECTIFIED WITH PROPER GROUTING OR ANY OTHER APPROVED METHOD.(USING RMC)

RCC FOR RETAINING WALLS AT ALL LEVELS INCLUDING MLCP CORE WALLS, LIFT CORE WALL, ALL WATER TANK WALLS, STP AT ALL HEIGHTS AND AT LOCATIONS SPECIFIED (USING RMC)

PROVIDING AND LAYING M20 CONTROLLED CONCRETE USING 20MM AND DOWN SIZE AGGREGATE FOR MACHINE FOUNDATIONS OF ALL SIZES AS PER VENDORS DETAILS AT ALL LEVELS. (USING RMC)

EXTRA IN RCC ITEMS FOR PROVIDING & LAYING READY MIX CONCRETE OF FOLLOWING GRADES, IN PLACE OF M30 GRADE CONCRETE, BY PUMPING, FOR RCC WORKS INCLUDING THE COST OF ADMIXTURES, MICROSILICA AT ALL HEIGHTS & LOCATIONS.

SHUTTERING:PROVIDING,FABRICATING,ERECTING FORM WORK PLACES TO GENTLE SLOPE,STAGING FOR CASTING FLOORS,ROOF PROJECTIONS PROFILED FORMWORK INCL STRIKING WITH MARINE RESISTANT WATERPROOF PLY/MS PLATES WITH STEEL PROPS,STAGING SYSTEM,BRACING

FOR FOUNDATIONS,FOOTINGS, RAFT,MACHINE FOUNDATIONS,CABLE TRENCH INCLUDING BASE SLAB, STORM WATER DRAIN INCLUDING BASE SLAB, HSD YARD, SUMP INCLUDING BASE SLAB, WALLS, TOP SLAB, HSD YARD WORKS BOUNDARY WALL AND AT LOCATIONS SPECIFIED AT ALL LEVELS.

COLUMNS, PEDESTALS, PILLARS, PIERS, ABUTMENTS, POSTS & STRUTS OF ALL SHAPES AND SIZES AT ALL LEVELS

PROVIDING,ERECTING FORMWORK FOR RCC SLABS,FLAT SLABS,SLOPING SLABS,SUSPENDED FLOOR SLABS, SUNKEN SLABS CANOPIES, BALCONIES,CHAJJAS,LOFTS,CILLS,STAIRCASE LANDING SLABS WITH MS SHEETS,PROPS,SPANS,ETC; INCL SCAFFOLDING, RELEASING,REMOVING THE FORMWORK

RCC LINTELS AND BEAMS OF ALL SHAPES AND SIZES AS PER DRAWINGS AT ALL LEVELS.

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS.

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS.

WALLS OF (ANY THICKNESS) INCLUDING ATTACHED PLASTER, BUTTRESSES, PLINTH AND STRING COURSES ETC AT ALL LEVELS..

RETAINING WALL AT ALL LEVELS INCLUDING LIFT CORE WALLS, MLCP CORE WALLS, WATER TANK WALLS, STP

COLLECTING,FABRICATING,FIXING MS BARS/HYSD(TOR STEEL) OF ALL DIA IN RCC IN SITU WORKS INCL FLOORING PRECAST WORKS,INCL STRAITENING,CUTTING,BENDING,TYING,COVER BLOCKS,DEWATERING.STEEL FREE SUPPLY.

PROVIDING,FIXING MECHANICAL SPLICING USING THREADED COUPLER TO REINFORCEMENT USING HIGH YIELD STRENGTH STANDARD COUPLERS TO JOIN RIBBED BEARING BARS MACHINE CUT END TO END,INCL SUPPLY OF THREADED COUPLERS,REDUCING DIAMETERS,TRANSPORTATION,COUPLING

PROVIDING,FIXING REINFORCEMENT STEEL UPTO 12MM DIA,INCL DRILLING OF HOLES,FIXING,ROD USING LOCKSET COMPOUND,STEEL FREE SUPPLY,THE SAME WILL NOT BE PAID IF THE DOWELLS ARE NOT PROVIDED BY NEGLIGENCE OF THE CONTRACTOR EVEN AFTER SHOWING IN DRAWINGS

PROVIDING,FIXING MECHANICAL BOLTS, METHOD OF FIXING,DEPTH OF INSERTION,YIELD STRENGTH,TENSILE STRENGTH,RECOMMENDED BENDING MOMENT SHOULD BE AS PER MANUFACTURER'S SPECIFICATION AND DESIGNER'S RECOMMENDATION. (DEPTH OF INSERTION 150MM TO 200MM)

Page 22: Material Requirement

6.04 Kgs 1000.00 200 200 200 200 200 1000 0.00

MT 0 0.00SQM 0 0.00

7.03 Sqm 4500.00 1500 500 500 500 500 500 500 4500 0.00

7.07 0 0.00

7.07 a SUMP TANK sqm 1500.00 500 500 500 1500 0.00

SQM 0 0.00

7.07 b STP sqm 350.00 100 100 150 350 0.00

SQM 0 0.00

7.07 c OVER HEAD TANK sqm 500.00 100 100 300 500 0.00

SQM 0 0.00

7.09 SQM 0 0.00

SQM 0 0.00

SQM 0 0.009.00 MASONRY 0 0.00

9.01 sqm 60837.00 6500 6500 6200 6300 7300 6037 7000 7500 7500 60837 0.00

9.02 sqm 500.00 100 100 100 100 100 500 0.00

9.03 sqm 1150.00 50 100 100 100 100 100 100 100 100 100 100 100 1150 0.00

9.04 cum 0 0.00

9.05 sqm 0 0.00

9.06 0 0.00

9.06 a) FOR 450MM/600MM WIDTH cum 629.00 85 85 89 90 90 90 100 629 0.00

9.07 Sqm 0 0.00

9.08 Sqm 0 0.00

10.00 PLASTERING WORKS 0 0.00

10.01 sqm 5691.00 500 642 650 610 680 659 650 500 600 200 5691 0.00

10.02 Sqm 0 0.00

10.03 sqm 135196.00 15000 15000 15000 14000 14000 13000 16000 15000 18196 135196 0.00

10.04 sqm 0 0.00

10.05 sqm 4274.00 1000 1500 1774 4274 0.00

10.06 sqm 0 0.00

SQM 0 0.00

10.07 sqm 4442.00 1042 1000 1000 1400 4442 0.00

10.08 sqm 19992.00 1992 4000 4000 5000 5000 19992 0.00

10.09 sqm 2929.00 429 500 500 500 500 500 2929 0.00

10.12 sqm 2000.00 400 400 400 400 400 2000 0.00

11.00 FLOORING WORK 0 0.00

11.01 0 0.00

BASEMENT/MLCP/RAMP cum 3230.00 230 600 600 600 600 600 3230 0.00SQM 0 0.00

11.06 sqm 4217.00 637 700 720 720 720 720 4217 0.00

SQM 0 0.00MT 0 0.00

11.07 sqm 12051.00 2000 2000 2000 2000 1900 2151 12051 0.00

SQM 0 0.00

11.08 rmt 4122.00 650 650 650 672 750 750 4122 0.00

RM 0 0.00

11.09 sqm 40.00 13 13 14 40 0.00

SQM 0 0.00

11.10 sqm 6802.00 1100 1200 1200 1200 1102 1000 6802 0.00

SQM 0 0.00

11.11 sqm 3073.00 500 500 523 525 525 500 3073 0.00

SQM 0 0.00

SUPPLYING, FABRICATING AND FIXING MS FOUNDATION BOLTS OF ANY DIAMETER INCLUDING THREADING, NUTS, WASHERS ETC. THE RATE TO BE INCLUSIVE OF ERECTING THE BOLTS IN POSITION DURING CONCRETING.

PROVIDING AND LAYING M20 GRADE SCREED CONCRETE OF AVERAGE 75MM THICKNESS LAID TO SLOPE/GRADIENT ON TOP OF WATERPROOFING TREATMENT INCL CURING,CLEANING,SHUTTERING,BRUSHING THE SURFACE(USING RMC - CEMENT SHALL NOT BE SUPPLIED FREE OF COST)

PROVIDING WATER PROOF PLASTER WITH CM 1:3, 20MM THICK FINISHED SMOOTH WITH A FLOATING COAT OF CEMENT MIXED THOROUGHLY WITH APPROVED BRAND AND QUALITY WATER PROOFING COMPOUND AT 2% BY WEIGHT OF CEMENT,INCL SCAFFOLDING ETC COMPLETE.

WATER PROOFING AROUND A/C DUCTS & OTHER SPECIFIED AREAS INCL SURFACE PREPARATION,BRUSH APPLICATION,THE APPLICATION OF WATERPROOFING TREATMENT ON BOTH HORIZONTAL AND VERTICAL SURFACE WITH PENETRON SEAL COAT,PLAN AREA OF TREATED SURFACE WILL BE PAID

PROVIDING,CONSTRUCTING 200MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STAGING,LEADS AND LIFTS (HEIGHT OF MASONRY PER DAY SHOULD NOT EXCEED 1.2MTRS)

PROVIDING,CONSTRUCTING 100MM THICK SOLID BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:4 INCL CURING,STEEL SCAFFOLDING,STEEL STAGING,M15 CONCRETE BAND 75MM THICK. WITH TOR 8 BARS AT EVERY FIFTH COURSE WITH M15 GRADE CONCRETE

PROVIDING,CONSTRUCTING 150MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STEEL STAGING, ALL LEADS AND LIFTS

PROVIDING AND CONSTRUCTING 230MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:6 WITH NECESSARY SCAFFOLDING, STAGING, CURING, ETC., COMPLETE WITH ALL LEAD AND LIFT

PROVIDING AND CONSTRUCTING 115MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:4 WITH NECESSARY SCAFFOLDING, STAGING, CURING, PROVIDING M15 GRADE CONCRETE, 2 NOS 6MM MS RODS AT EVERY 5TH COURSE

PROVIDING,CONSTRUCTING SIZE STONE MASONRY IN CM 1:6 FOR FOUNDATION,SUPERSTRUCTURE IN COURSES MIN 150MM HIGH WITH BOND STONES INCL CHISEL DRESSING,INTERSTICES FILLED WITH SMALL SIZE BOULDERS,CEMENT MORTAR FILLING,RAKING OF JOINTS,CURING

PROVIDING,CONSTRUCTING 200MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PROVIDING,CONSTRUCTING 150MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PREPARE THE SURFACE AND PLASTER THE CEILING, SOFFIT OF STAIRCASE ETC., IN CEMENT MORTAR 1:4, 12 MM THICK WITH SMOOTH FINISH TO LINE AND LEVEL AT ALL LEVELS INCLUDING LEAD AND LIFT OF MATERIALS, WITH NECESSARY SCAFFOLDING , CURING , ETC., COMPLETE.

SPECIFICATION AND SCOPE OF WORK SAME AS ITEM ABOVE BUT WITH LIME RENDERING.

15MM THICK 1:6 PLASTER ON INTERNAL RCC/MASONRY SURFACE,WALLS,INCL SURFACE PREPARATION,FINISHING,LIME RENDERING,ROUNDING OF CORNERS,SCAFFOLDING,CURING,HYDRATING,FIXING MESH,CORNER BEAD AT COLUMN CORNERS,WALL CORNERS,JUNCTIONS WITH GALVANISED NAILS

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR RCC WALLS.

PROVIDING ROUGH PLASTERING FOR DADO BACKING IN CM 1:6 12MM THICK FOR FIXING TILES,GRANITE SLABS,MARBLE,INCL ROUGH FINISHING TO LINE AND PLUMB,SCAFFOLDING,CURING,LEAD AND LIFTS,FOR WALLS INCL SCARIFYING THE SURFACE TO RECEIVE THE TILES.

PROVIDING SPONGE FINISH PLASTERING 12MM THICK IN CM 1:6 ON WALLS AT ALL LEVELS & LIFTS, INCLUDING FINISHING TO LINE AND PLUMB, COST OF SCAFFOLDING, CURING, ETC., COMPLETE, WITH ALL LEADS AND LIFTS(IN DUCTS , SHAFTS & LIFT CABINS)

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR PHE SHAFTS

PROVIDING 1:4 PLASTER TO EXTERNAL WALLS,COLUMNS, ETC APPLIED IN 2 COATS,1ST COAT OF 12MM THICK,2ND COAT OF 6MM WITH WATER PROOF COMPOUND,AS PER TEXTURE,SCAFFOLDING,CURING,INCL FORMING OF DRIP MOULDS,ARCHITECTURAL GROOVES

PROVIDING 12MM THK EXTERNAL PLASTER FOR COMPOUND WALL,COLUMNS IN CEMENT MORTAR 1:4 FINISHED,INCL ALL LEADS, LIFTS, SCAFFOLDING AND CURING COMPLETE. THE RATE IS INCLUSIVE OF FORMING OF DRIP MOULDS & ARCHITECTURAL GROOVES

REPAIRING AND MAKING GOOD OPENINGS WITH CONSTRUCTION USING CEMENT BLOCKS/LATERITE, DONE BY OTHER AGENCIES BY USING GI PLASTER MESH ON BOTH SIDES,INCL PLASTERING THE MASONRY ON BOTH SIDES IN CM 1:4 INCL FINISHING,SCAFFOLDING,CURING

PROVIDING,LAYING M20 READY MIX RCC FOR FLOORING USING 20MM MACHINE CRUSHED HARDSTONE AGGREGATE INCL WEIGH BATCHING,MECHANICAL MIXING,TRANSPORTING,PLACING,SAND FINISHING WITH MECHANICAL TROWELING,INCL PROVIDING SERRATED FINISH,GROOVES(USING RMC)

PROVIDING,LAYING M20 CONTROLLED RMC IN 50MM THICK IPS FLOORING LAID IN MAX 2.5 SQM PANELS FOR STAIRCASE STEPS, WITH 1:1 CEMENT SAND MORTAR 12MM THICK,CEMENT SLURRY 2.2KG/SQM FLOORING,LEVELLING,MAKING OF GROOVES,SETTING,CURING,PROTECTION(USING RMC)

COLLECTING,FIXING,LAYING FLOORING UPTO 30MM THICK MACHINED-EDGE ENGINEERED STONE OF PRECISE SIZE USING CEMENT SLURRY OVER 20MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL LABOUR,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION,REMOVAL,CLEANUP

COLLECTING,FIXING,LAYING SKIRTING 100MM HIGH WITH UPTO 30MM THICK ENGINEERED STONE USING CEMENT SLURRY OVER 20 MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING INCL LABOUR,LEAD,LIFT CHARGES,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION TILL HANDOVER

COLLECTING,CUTTING,LAYING USING STEEL GREY GRANITE FLOORING INSIDE LIFT CABIN OVER EPOXY ADHESIVE,FINISHED NEAT WITH PIGMENTED WHITE CEMENT INCL POLISHING,WASHING WITH LIGHT ACID,SLABS SHALL HAVE THE EDGES MACHINE CUT TO PRECISE SIZE(IN LIFT CABINS)

COLLECTING,CUTTING,LAYING USING ANTISKID CERAMIC TILE FLOORING IN CEMENT SLURRY OVER 20MM THICK 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL COST OF GROUT, WHITE CEMENT, CURING, ACID WASH & PROTECTION TILL HAND-OVER. (TOILET FLOORING)

COLLECTING,FIXING DADO OVER EXISTING WALL USING CERAMIC TILE SET IN CM 1:4 10MM THICK CEMENT BACKING INCL MAKING CUT-OUTS,FILLING JOINTS WITH GROUT,CURING,INCL ACID WASH,PROTECTION TILL HANDOVER, REMOVAL AND CLEAN UP ETC., COMPLETE.(TOILET WALLS)

Page 23: Material Requirement

11.12 sqm 11000.00 1800 1800 1800 2000 1800 1800 11000 0.00

SQM 0 0.00

11.13 rmt 0 0.00

RM 0 0.00

11.14 sqm 1455.00 220 220 220 220 220 220 135 1455 0.00

SQM 0 0.00

11.15 rmt 6527.00 1000 1000 927 900 900 900 900 6527 0.00

RM 0 0.00

11.16 rmt 6976.00 1400 1400 1400 1576 1200 6976 0.00

RM 0 0.00

11.17 rmt 6899.00 1000 1250 999 1200 1250 1200 6899 0.00

RM 0 0.00

11.18 rmt 0 0.00

RM 0 0.00

11.19 rmt 0 0.00

RM 0 0.00

11.20 sqm 283.00 50 50 50 50 50 33 283 0.00

SQM 0 0.00

COLLECTING,LAYING TERRACOTTA TILE FLOORING OVER WATERPROOF CEMENT MORTAR 1:4 ON ROOF BALCONIES,TO DRAIN WATER TO THE OUTLETS INCL GROUTING JOINTS,REMOVING EXCESS SLURRY,CLEANING SURFACE,CURING,PROTECTION,ACID WASHING(ABOVE TERRACE)

COLLECTING,LAYING 100MM HIGH TERRACOTTA TILE SKIRTING,WITH PAPER THIN JOINT,IN 20MM 1:4 CEMENT MORTAR,ROUGHENED CEMENT SLURRY,POINTING OF JOINTS,INCL CHASING WALL,MAKING GOOD THE CHASED SURFACE USING CM 1:4,CURING,ACID WASHING,MAKING GROOVE

COLLECTING,CUTTING,LAYING UPTO 30MM THK KOTA SLAB FLOORING SET OVER 20MM THK 1:4 CEMENT MORTAR BED,JOINTS IN THE FLOORING TO BE FILLED WITH CEMENT BASED GROUT,INCL WAX POLISH,CURING,PROTECTION TILL HAND-OVER,REMOVAL,CLEAN UP(STAIRCASE AREA)

COLLECTING,FIXING STAIRCASE TREADS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE RISERS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE SKIRTING(100MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE COPING(260MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

PROVIDING,FIXING PVC INTERNAL/EXTERNAL ROUND EDGE TILE BEADING MADE OUT OF PVCU AND PVC CO-EXTRUSION AS PROTECTOR FOR TILES INNER CORNERS,EXTERNAL EDGES, FOR ALL VERTICAL AND HORIZONTAL CORNERS AND EDGES,INCL PREPARATION OF SURFACE,CLEANING,CURING

COLLECTING,FIXING 30MM THICK GRANITE DADO OVER RCC/MASONRY STRUCTURES IN 10MM THICK CM 1:4,INCL FIXING,SCAFFOLDING,CUT-OUTS FOR ELECTRICAL OUTLETS,LIFT CALL BUTTONS,GROUT-FILLING JOINTS,CURING,POLISHING,WASHING WITH LIGHT ACID,GROOVES,ROUNDING

Page 24: Material Requirement

BOQ DESCRIPTION UNIT QUANTITY M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18

1.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

HSD YARD AND AT LOCATIONS SPECIFIED BY THE EIC cum 950.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 950.00

1.12 cum 50.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.00

1.13 sqm 16300.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16300.00

1.14 sqm 17500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17500.00

2.01 cum 80.00 1.30 0 0 51.84 51.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103.68 -23.68

2.03 cum 1225.00 1.30 0 0 520 520 260 0 0 0 0 0 0 0 0 0 97.5 130 97.5 0 1625 1625 -400.00

2.04 cum 130.00 1.30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78 91 0 0 169 -39.00

2.05 cum 40.00 1.30 0 0 51.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.84 51.84 -11.84

2.06 sqm 900.00 1.30 0 0 259.2 453.6 453.6 0 0 0 0 0 0 0 0 0 0 0 0 0 1166.4 1166.4 -266.40

2.07 cum 30.00 15 15 30 0.00

3.01 cum 11250.00 1.16 0 0 2325.6 2325.6 2325.6 1162.8 1162.8 1162.8 581.4 581.4 0 0 0 0 0 523.26 465.12 465.12 13081.5 -1831.50

CUM 0 0.00

3.02 cum 4765.00 1.16 0 0 348.84 465.12 465.12 465.12 465.12 465.12 465.12 523.26 523.26 523.26 465.12 366.282 0 0 0 0 5540.742 5540.742 -775.74

3.03 a cum 30010.00 1.16 0 0 0 2907 2907 2907 2907 2907 2907 2907 2907 2907 2907 2918.628 2907 0 0 0 34895.628 34895.628 -4885.63

3.03 b cum 0 0.00

3.03 c cum 1907.00 1.16 0 0 0 0 0 0 0 0 0 290.7 290.7 290.7 290.7 290.7 232.56 232.56 298.8396 0 2217.4596 -310.46

3.04 0 0.00

3.04 a cum 2660.00 1.16 0 0 0 255.816 255.816 267.444 232.56 255.816 255.816 232.56 232.56 232.56 255.816 255.816 290.7 69.768 0 0 3093.048 -433.05

3.04 b cum 450.00 1.16 0 0 0 0 0 0 0 0 0 58.14 58.14 58.14 58.14 58.14 58.14 58.14 58.14 58.14 523.26 -73.26

3.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.05 a cum 3800.00 1.16 0 0 0 0 348.84 348.84 348.84 348.84 348.84 348.84 348.84 348.84 348.84 348.84 348.84 232.56 232.56 116.28 4418.64 -618.64

ALL LEVELS cum 1405.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1405.00

3.10 cum 115.00 0.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28.8 28.8 52.8 110.4 4.60

3.12 RCC PARAPET WALLS USING M20 GRADE CONCRETE AT ALL LEVELS (USING RMC) cum 150.00 0.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 72 72 144 6.00

3.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

C-3.1 FOR CONCRETE OF GRADE M35 cum 3800.00 1.16 0 0 0 0 0 0 290.55 290.55 406.77 406.77 464.88 464.88 522.99 522.99 522.99 522.99 0 0 4416.36 -616.36C-3.2 FOR CONCRETE OF GRADE M40 cum 11250.00 1.15 0 0 0 0 0 0 1148.1 1148.1 1148.1 1148.1 1435.125 1435.125 1435.125 1435.125 1435.125 1148.1 0 0 12916.125 -1666.12C-3.3 FOR CONCRETE OF GRADE M45 cum 4765.00 1.08 0 0 0 0 0 0 430 430 499.875 537.5 537.5 537.5 537.5 537.5 537.5 537.5 0 0 5122.375 -357.38C-3.4 FOR CONCRETE OF GRADE M50 cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.01 sqm 14887.00 1.16 0 0 2907 2907 2907 2907 1162.8 1162.8 1162.8 1162.8 0 0 0 0 232.56 232.56 333.7236 232.56 17310.6036 -2423.60

4.02 sqm 36580.00 1.16 0 0 2325.6 3488.4 3488.4 3488.4 3488.4 3488.4 3488.4 3488.4 3488.4 3488.4 3488.4 3488.4 930.24 906.984 0 0 42535.224 -5955.22

4.03 sqm 105000.00 1.16 0 0 5232.6 9302.4 9302.4 9302.4 9302.4 9302.4 9302.4 9302.4 9302.4 8721 8721 8721 8139.6 8139.6 0 0 122094 -17094.00

4.03.10 RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS sqm 5100.00 1.16 0 0 0 465.12 465.12 465.12 465.12 465.12 465.12 465.12 465.12 406.98 406.98 406.98 348.84 348.84 290.7 0 5930.28 -830.28

4.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.04.01 sqm 28285.00 1.16 0 0 0 2441.88 2441.88 2441.88 2441.88 2441.88 2441.88 2325.6 2325.6 2325.6 2325.6 2325.6 2325.6 2209.32 2075.598 0 32889.798 -4604.80

4.04.02 sqm 4215.00 1.16 0 0 0 406.98 406.98 406.98 406.98 406.98 406.98 406.98 406.98 406.98 406.98 348.84 337.212 145.35 0 0 4901.202 -686.20

4.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.05.01 sqm 25850.00 1.16 0 0 0 2441.88 2441.88 2441.88 2093.04 2325.6 2325.6 2325.6 2325.6 2325.6 2325.6 2325.6 2209.32 2151.18 0 0 30058.38 -4208.38

ALL LEVELS sqm 6397.00 1.16 0 0 0 697.68 697.68 523.26 519.7716 523.26 523.26 523.26 523.26 581.4 581.4 581.4 581.4 581.4 0 0 7438.4316 -1041.434.07 RCC PARAPET WALLS AT ALL LEVELS sqm 1200.00 1.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 348.84 348.84 348.84 348.84 1395.36 -195.365.00 STEEL REINFORCEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

AT ALL LEVELS MT 7175.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7175.00

5.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.02.1 FOR Y32 MM DIA Nos 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

5.03 Nos 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

6.01 g b) MS HOLLOW PIPES MT 10.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00

6.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 1 M8 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 2 M10 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 3 M12 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 4 M16 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

BOQ CODE

SAND (APPROVED BY ENGINEER) FILLING BELOW FLOORS,SIDES OF FOUNDATION RETAINING WALL,TRENCHES,LIFT PITS,ELSE WHERE INCL WATERING,CONSOLIDATING USING PLATE VIBRATORS, CONSOLIDATING IN LAYERS NOT MORE THAN 50MM THICKNESS

SUPPLYING,FILLING WITH 80-20MM GRADED STONE AGGREGATE WITHOUT DUST AS SUB-BASE BELOW RAFT SLAB AT BASEMENT INCL BASE PREPARATION BY MECHANICAL COMPACTION,WATERING,PACKING,COMPACTING USING VIBROROLLER,CONSOLIDATING.COMPACTED THICKNESS WILL BE PAID

PROVIDING,LAYING 150MM THICK SOLING WITH SAND CUSHION OF 50MM THICK INCL COST,BASE PREPARATION BY MECHANICAL COMPACTION,USING GRANITE HAND BROKEN METAL/ RUBBLE AND SMALLER PEBBLES FOR VOID FILLING, MOORUM FOR BINDING,WATERING,PACKING,COMPACTION

SUPPLYING,DILUTING,INJECTING CHEMICAL EMULSION FOR PRE-CONSTRUCTIONAL ANTI-TERMITE TREATMENT,CREATING CHEMICAL BARRIER UNDER AND AROUND COLUMN PITS,WALL TRENCHES,BASEMENT EXCAVATION,PLINTH FILLING,JUNCTION,EXTERNAL PERIMETER,EXPANSION JOINTS

PROVIDING,LAYING PCC 1:4:8 CONCRETE USING 40MM DOWNSIZE AGGREGATES BELOW GRADE SLAB,RETAINING WALLS, SUMP TANKS, DRAINS, TRENCHES, D.G.FOUNDATIONS, HSD STORAGE TANKS,INCL BASE PREPARATION,COMPACTION,LEVELING,CURING,SHUTTERING

PROVIDING,LAYING M10 PCC (RMC) BELOW RAFT SLAB USING 20MM DOWNGRADED AGGREGATE IN LAYERS,COMPACTED INCL PUMPING,VIBRATION,SHUTTERING,CURING,BASE PREPARATION,BELOW GRADE SLAB,RETAINING WALL,SUMP TANKS,DRAINS,TRENCHES,D.G.FOUNDATION,HSD STORAGE TANKS

PROVIDING AND LAYING PCC 1:5:10 USING RIVER SAND, 20MM AND DOWNSIZE METAL AGGREGATES FOR BED IN STORM WATER DRAINGE INCL FINISHING TOP WITH 12MM THK CM 1:4 WITH BRUSH FINISH INCL BASE PREPARATION,COMPACTION,CURING,SHUTTERING

PROVIDING,LAYING PCC OF MIX 1:3:6 (1 CEMENT: 3 CLEANED,APPROVED SAND: 6 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FOR DPC,COPINGS,OTHER SUCH WORKS INCL FORMWORK,COMPACTION,CURING WITH ALL LEAD & LIFT FOR ALL MATERIALS & LABOUR

PROVIDING,LAYING 50 MM THICK PCC 1:2:4 USING RIVER SAND, 20MM DOWNSIZE METAL AGGREGATES OVER CINDER FILLING FOR SUNKEN AREAS, INCL BASE PREPARATION,COMPACTION, CURING, SHUTTERING,INCL WATER PROOFING COMPOUND

PROVIDING, CASTING, SUPPLYING AND LAYING PRECAST CONCRETE MEMBERS LIKE LINTELS, MANHOLE FRAMES AND COVERS, SHELVES, ETC. IN M20 CONCRETE USING APPROVED SAND, 20MM AND DOWNSIZE METAL INCL COST OF SHUTTERING MOULD, WITH CURING

RCC FOR FOUNDATION M30 GRADE CONCRETE AT ALL LEVELS FOR BASE SLAB, RAFT SLAB, FOOTINGS, PEDESTALS , CABLE TRENCH, STORM WATER DRAINS, HSD YARD, BASE SLAB AND TOP SLAB FOR TANKS (UGT, OHT, STP, STORM WATER COLLECTION SUMP), BOUNDARY WALLS (USING RMC)

RCC FOR COLUMNS AND PEDESTALS OF ALL SHAPES AND SIZES USING M30 GRADE AT ALL LEVELS (USING RMC)

FLAT SLABS INCLUDING DROP PANELS, SUSPENDED FLOOR SLABS, SUNKEN SLABS, CANTILEVER SLABS, RAMP SLAB, CHEJJAS, CILLS, BALCONIES, SLOPE SLABS AND FOR CANOPIESAT ALL LEVELS (USING RMC)

WAFFLE SLAB OF SIZE, 900 X 900 X (375+125), 200/300 RIBS AT ALL LEVELS (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS (USING RMC)

RCC M30 GRADE OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS (USING RMC)

RCC M30 GRADE FOR RETAINING WALLS/BOUNDARY WALL/ CORE WALLS OF ALL THICKNESS AT ALL LEVELS. IF ANY WATER LEAKAGE IS FOUND THE SAME HAS TO BE RECTIFIED WITH PROPER GROUTING OR ANY OTHER APPROVED METHOD.(USING RMC)

RCC FOR RETAINING WALLS AT ALL LEVELS INCLUDING MLCP CORE WALLS, LIFT CORE WALL, ALL WATER TANK WALLS, STP AT ALL HEIGHTS AND AT LOCATIONS SPECIFIED (USING RMC)

PROVIDING AND LAYING M20 CONTROLLED CONCRETE USING 20MM AND DOWN SIZE AGGREGATE FOR MACHINE FOUNDATIONS OF ALL SIZES AS PER VENDORS DETAILS AT ALL LEVELS. (USING RMC)

EXTRA IN RCC ITEMS FOR PROVIDING & LAYING READY MIX CONCRETE OF FOLLOWING GRADES, IN PLACE OF M30 GRADE CONCRETE, BY PUMPING, FOR RCC WORKS INCLUDING THE COST OF ADMIXTURES, MICROSILICA AT ALL HEIGHTS & LOCATIONS.

SHUTTERING:PROVIDING,FABRICATING,ERECTING FORM WORK PLACES TO GENTLE SLOPE,STAGING FOR CASTING FLOORS,ROOF PROJECTIONS PROFILED FORMWORK INCL STRIKING WITH MARINE RESISTANT WATERPROOF PLY/MS PLATES WITH STEEL PROPS,STAGING SYSTEM,BRACING

FOR FOUNDATIONS,FOOTINGS, RAFT,MACHINE FOUNDATIONS,CABLE TRENCH INCLUDING BASE SLAB, STORM WATER DRAIN INCLUDING BASE SLAB, HSD YARD, SUMP INCLUDING BASE SLAB, WALLS, TOP SLAB, HSD YARD WORKS BOUNDARY WALL AND AT LOCATIONS SPECIFIED AT ALL LEVELS.

COLUMNS, PEDESTALS, PILLARS, PIERS, ABUTMENTS, POSTS & STRUTS OF ALL SHAPES AND SIZES AT ALL LEVELS

PROVIDING,ERECTING FORMWORK FOR RCC SLABS,FLAT SLABS,SLOPING SLABS,SUSPENDED FLOOR SLABS, SUNKEN SLABS CANOPIES, BALCONIES,CHAJJAS,LOFTS,CILLS,STAIRCASE LANDING SLABS WITH MS SHEETS,PROPS,SPANS,ETC; INCL SCAFFOLDING, RELEASING,REMOVING THE FORMWORK

RCC LINTELS AND BEAMS OF ALL SHAPES AND SIZES AS PER DRAWINGS AT ALL LEVELS.

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS.

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS.

WALLS OF (ANY THICKNESS) INCLUDING ATTACHED PLASTER, BUTTRESSES, PLINTH AND STRING COURSES ETC AT ALL LEVELS..

RETAINING WALL AT ALL LEVELS INCLUDING LIFT CORE WALLS, MLCP CORE WALLS, WATER TANK WALLS, STP

COLLECTING,FABRICATING,FIXING MS BARS/HYSD(TOR STEEL) OF ALL DIA IN RCC IN SITU WORKS INCL FLOORING PRECAST WORKS,INCL STRAITENING,CUTTING,BENDING,TYING,COVER BLOCKS,DEWATERING.STEEL FREE SUPPLY.

PROVIDING,FIXING MECHANICAL SPLICING USING THREADED COUPLER TO REINFORCEMENT USING HIGH YIELD STRENGTH STANDARD COUPLERS TO JOIN RIBBED BEARING BARS MACHINE CUT END TO END,INCL SUPPLY OF THREADED COUPLERS,REDUCING DIAMETERS,TRANSPORTATION,COUPLING

PROVIDING,FIXING REINFORCEMENT STEEL UPTO 12MM DIA,INCL DRILLING OF HOLES,FIXING,ROD USING LOCKSET COMPOUND,STEEL FREE SUPPLY,THE SAME WILL NOT BE PAID IF THE DOWELLS ARE NOT PROVIDED BY NEGLIGENCE OF THE CONTRACTOR EVEN AFTER SHOWING IN DRAWINGS

PROVIDING,FIXING MECHANICAL BOLTS, METHOD OF FIXING,DEPTH OF INSERTION,YIELD STRENGTH,TENSILE STRENGTH,RECOMMENDED BENDING MOMENT SHOULD BE AS PER MANUFACTURER'S SPECIFICATION AND DESIGNER'S RECOMMENDATION. (DEPTH OF INSERTION 150MM TO 200MM)

Page 25: Material Requirement

6.02 5 M20 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 6 M24 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.04 Kgs 1000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1000.00

MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.03 Sqm 4500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4500.00

7.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 a SUMP TANK sqm 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 b STP sqm 350.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 c OVER HEAD TANK sqm 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.09 SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SQM 0 0.00

SQM 0 0.009.00 MASONRY 0 0.00

9.01 sqm 60837.00 6500 6500 6200 6300 7300 6037 7000 7500 7500 60837 0.00

9.02 sqm 500.00 100 100 100 100 100 500 0.00

9.03 sqm 1150.00 50 100 100 100 100 100 100 100 100 100 100 100 1150 0.00

9.04 cum 0 0.00

9.05 sqm 0 0.00

9.06 0 0.00

9.06 a) FOR 450MM/600MM WIDTH cum 629.00 85 85 89 90 90 90 100 629 0.00

9.07 Sqm 0 0.00

9.08 Sqm 0 0.00

10.00 PLASTERING WORKS 0 0.00

10.01 sqm 5691.00 500 642 650 610 680 659 650 500 600 200 5691 0.00

10.02 Sqm 0 0.00

10.03 sqm 135196.00 15000 15000 15000 14000 14000 13000 16000 15000 18196 135196 0.00

10.04 sqm 0 0.00

10.05 sqm 4274.00 1000 1500 1774 4274 0.00

10.06 sqm 0 0.00

SQM 0 0.00

10.07 sqm 4442.00 1042 1000 1000 1400 4442 0.00

10.08 sqm 19992.00 1992 4000 4000 5000 5000 19992 0.00

10.09 sqm 2929.00 429 500 500 500 500 500 2929 0.00

10.12 sqm 2000.00 400 400 400 400 400 2000 0.00

11.00 FLOORING WORK 0 0.00

11.01 0 0.00

BASEMENT/MLCP/RAMP cum 3230.00 230 600 600 600 600 600 3230 0.00SQM 0 0.00

11.06 sqm 4217.00 637 700 720 720 720 720 4217 0.00

SQM 0 0.00MT 0 0.00

11.07 sqm 12051.00 2000 2000 2000 2000 1900 2151 12051 0.00

SQM 0 0.00

11.08 rmt 4122.00 650 650 650 672 750 750 4122 0.00

RM 0 0.00

11.09 sqm 40.00 13 13 14 40 0.00

SQM 0 0.00

SUPPLYING, FABRICATING AND FIXING MS FOUNDATION BOLTS OF ANY DIAMETER INCLUDING THREADING, NUTS, WASHERS ETC. THE RATE TO BE INCLUSIVE OF ERECTING THE BOLTS IN POSITION DURING CONCRETING.

PROVIDING AND LAYING M20 GRADE SCREED CONCRETE OF AVERAGE 75MM THICKNESS LAID TO SLOPE/GRADIENT ON TOP OF WATERPROOFING TREATMENT INCL CURING,CLEANING,SHUTTERING,BRUSHING THE SURFACE(USING RMC - CEMENT SHALL NOT BE SUPPLIED FREE OF COST)

PROVIDING WATER PROOF PLASTER WITH CM 1:3, 20MM THICK FINISHED SMOOTH WITH A FLOATING COAT OF CEMENT MIXED THOROUGHLY WITH APPROVED BRAND AND QUALITY WATER PROOFING COMPOUND AT 2% BY WEIGHT OF CEMENT,INCL SCAFFOLDING ETC COMPLETE.

WATER PROOFING AROUND A/C DUCTS & OTHER SPECIFIED AREAS INCL SURFACE PREPARATION,BRUSH APPLICATION,THE APPLICATION OF WATERPROOFING TREATMENT ON BOTH HORIZONTAL AND VERTICAL SURFACE WITH PENETRON SEAL COAT,PLAN AREA OF TREATED SURFACE WILL BE PAID

PROVIDING,CONSTRUCTING 200MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STAGING,LEADS AND LIFTS (HEIGHT OF MASONRY PER DAY SHOULD NOT EXCEED 1.2MTRS)

PROVIDING,CONSTRUCTING 100MM THICK SOLID BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:4 INCL CURING,STEEL SCAFFOLDING,STEEL STAGING,M15 CONCRETE BAND 75MM THICK. WITH TOR 8 BARS AT EVERY FIFTH COURSE WITH M15 GRADE CONCRETE

PROVIDING,CONSTRUCTING 150MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STEEL STAGING, ALL LEADS AND LIFTS

PROVIDING AND CONSTRUCTING 230MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:6 WITH NECESSARY SCAFFOLDING, STAGING, CURING, ETC., COMPLETE WITH ALL LEAD AND LIFT

PROVIDING AND CONSTRUCTING 115MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:4 WITH NECESSARY SCAFFOLDING, STAGING, CURING, PROVIDING M15 GRADE CONCRETE, 2 NOS 6MM MS RODS AT EVERY 5TH COURSE

PROVIDING,CONSTRUCTING SIZE STONE MASONRY IN CM 1:6 FOR FOUNDATION,SUPERSTRUCTURE IN COURSES MIN 150MM HIGH WITH BOND STONES INCL CHISEL DRESSING,INTERSTICES FILLED WITH SMALL SIZE BOULDERS,CEMENT MORTAR FILLING,RAKING OF JOINTS,CURING

PROVIDING,CONSTRUCTING 200MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PROVIDING,CONSTRUCTING 150MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PREPARE THE SURFACE AND PLASTER THE CEILING, SOFFIT OF STAIRCASE ETC., IN CEMENT MORTAR 1:4, 12 MM THICK WITH SMOOTH FINISH TO LINE AND LEVEL AT ALL LEVELS INCLUDING LEAD AND LIFT OF MATERIALS, WITH NECESSARY SCAFFOLDING , CURING , ETC., COMPLETE.

SPECIFICATION AND SCOPE OF WORK SAME AS ITEM ABOVE BUT WITH LIME RENDERING.

15MM THICK 1:6 PLASTER ON INTERNAL RCC/MASONRY SURFACE,WALLS,INCL SURFACE PREPARATION,FINISHING,LIME RENDERING,ROUNDING OF CORNERS,SCAFFOLDING,CURING,HYDRATING,FIXING MESH,CORNER BEAD AT COLUMN CORNERS,WALL CORNERS,JUNCTIONS WITH GALVANISED NAILS

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR RCC WALLS.

PROVIDING ROUGH PLASTERING FOR DADO BACKING IN CM 1:6 12MM THICK FOR FIXING TILES,GRANITE SLABS,MARBLE,INCL ROUGH FINISHING TO LINE AND PLUMB,SCAFFOLDING,CURING,LEAD AND LIFTS,FOR WALLS INCL SCARIFYING THE SURFACE TO RECEIVE THE TILES.

PROVIDING SPONGE FINISH PLASTERING 12MM THICK IN CM 1:6 ON WALLS AT ALL LEVELS & LIFTS, INCLUDING FINISHING TO LINE AND PLUMB, COST OF SCAFFOLDING, CURING, ETC., COMPLETE, WITH ALL LEADS AND LIFTS(IN DUCTS , SHAFTS & LIFT CABINS)

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR PHE SHAFTS

PROVIDING 1:4 PLASTER TO EXTERNAL WALLS,COLUMNS, ETC APPLIED IN 2 COATS,1ST COAT OF 12MM THICK,2ND COAT OF 6MM WITH WATER PROOF COMPOUND,AS PER TEXTURE,SCAFFOLDING,CURING,INCL FORMING OF DRIP MOULDS,ARCHITECTURAL GROOVES

PROVIDING 12MM THK EXTERNAL PLASTER FOR COMPOUND WALL,COLUMNS IN CEMENT MORTAR 1:4 FINISHED,INCL ALL LEADS, LIFTS, SCAFFOLDING AND CURING COMPLETE. THE RATE IS INCLUSIVE OF FORMING OF DRIP MOULDS & ARCHITECTURAL GROOVES

REPAIRING AND MAKING GOOD OPENINGS WITH CONSTRUCTION USING CEMENT BLOCKS/LATERITE, DONE BY OTHER AGENCIES BY USING GI PLASTER MESH ON BOTH SIDES,INCL PLASTERING THE MASONRY ON BOTH SIDES IN CM 1:4 INCL FINISHING,SCAFFOLDING,CURING

PROVIDING,LAYING M20 READY MIX RCC FOR FLOORING USING 20MM MACHINE CRUSHED HARDSTONE AGGREGATE INCL WEIGH BATCHING,MECHANICAL MIXING,TRANSPORTING,PLACING,SAND FINISHING WITH MECHANICAL TROWELING,INCL PROVIDING SERRATED FINISH,GROOVES(USING RMC)

PROVIDING,LAYING M20 CONTROLLED RMC IN 50MM THICK IPS FLOORING LAID IN MAX 2.5 SQM PANELS FOR STAIRCASE STEPS, WITH 1:1 CEMENT SAND MORTAR 12MM THICK,CEMENT SLURRY 2.2KG/SQM FLOORING,LEVELLING,MAKING OF GROOVES,SETTING,CURING,PROTECTION(USING RMC)

COLLECTING,FIXING,LAYING FLOORING UPTO 30MM THICK MACHINED-EDGE ENGINEERED STONE OF PRECISE SIZE USING CEMENT SLURRY OVER 20MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL LABOUR,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION,REMOVAL,CLEANUP

COLLECTING,FIXING,LAYING SKIRTING 100MM HIGH WITH UPTO 30MM THICK ENGINEERED STONE USING CEMENT SLURRY OVER 20 MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING INCL LABOUR,LEAD,LIFT CHARGES,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION TILL HANDOVER

COLLECTING,CUTTING,LAYING USING STEEL GREY GRANITE FLOORING INSIDE LIFT CABIN OVER EPOXY ADHESIVE,FINISHED NEAT WITH PIGMENTED WHITE CEMENT INCL POLISHING,WASHING WITH LIGHT ACID,SLABS SHALL HAVE THE EDGES MACHINE CUT TO PRECISE SIZE(IN LIFT CABINS)

Page 26: Material Requirement

11.10 sqm 6802.00 1100 1200 1200 1200 1102 1000 6802 0.00

SQM 0 0.00

11.11 sqm 3073.00 500 500 523 525 525 500 3073 0.00

SQM 0 0.00

11.12 sqm 11000.00 1800 1800 1800 2000 1800 1800 11000 0.00

SQM 0 0.00

11.13 rmt 0 0.00

RM 0 0.00

11.14 sqm 1455.00 220 220 220 220 220 220 135 1455 0.00

SQM 0 0.00

11.15 rmt 6527.00 1000 1000 927 900 900 900 900 6527 0.00

RM 0 0.00

11.16 rmt 6976.00 1400 1400 1400 1576 1200 6976 0.00

RM 0 0.00

11.17 rmt 6899.00 1000 1250 999 1200 1250 1200 6899 0.00

RM 0 0.00

11.18 rmt 0 0.00

RM 0 0.00

11.19 rmt 0 0.00

RM 0 0.00

11.20 sqm 283.00 50 50 50 50 50 33 283 0.00

Total SQM 0 0 14037.52 29130.316 29167.316 27143.124 26915.362 49224.666 48971.361 48984.43 46645.365 48438.965 54574.191 63059.841 62255.967 63624.752 24597.821 21722.74 658493.7368 -658493.74

COLLECTING,CUTTING,LAYING USING ANTISKID CERAMIC TILE FLOORING IN CEMENT SLURRY OVER 20MM THICK 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL COST OF GROUT, WHITE CEMENT, CURING, ACID WASH & PROTECTION TILL HAND-OVER. (TOILET FLOORING)

COLLECTING,FIXING DADO OVER EXISTING WALL USING CERAMIC TILE SET IN CM 1:4 10MM THICK CEMENT BACKING INCL MAKING CUT-OUTS,FILLING JOINTS WITH GROUT,CURING,INCL ACID WASH,PROTECTION TILL HANDOVER, REMOVAL AND CLEAN UP ETC., COMPLETE.(TOILET WALLS)

COLLECTING,LAYING TERRACOTTA TILE FLOORING OVER WATERPROOF CEMENT MORTAR 1:4 ON ROOF BALCONIES,TO DRAIN WATER TO THE OUTLETS INCL GROUTING JOINTS,REMOVING EXCESS SLURRY,CLEANING SURFACE,CURING,PROTECTION,ACID WASHING(ABOVE TERRACE)

COLLECTING,LAYING 100MM HIGH TERRACOTTA TILE SKIRTING,WITH PAPER THIN JOINT,IN 20MM 1:4 CEMENT MORTAR,ROUGHENED CEMENT SLURRY,POINTING OF JOINTS,INCL CHASING WALL,MAKING GOOD THE CHASED SURFACE USING CM 1:4,CURING,ACID WASHING,MAKING GROOVE

COLLECTING,CUTTING,LAYING UPTO 30MM THK KOTA SLAB FLOORING SET OVER 20MM THK 1:4 CEMENT MORTAR BED,JOINTS IN THE FLOORING TO BE FILLED WITH CEMENT BASED GROUT,INCL WAX POLISH,CURING,PROTECTION TILL HAND-OVER,REMOVAL,CLEAN UP(STAIRCASE AREA)

COLLECTING,FIXING STAIRCASE TREADS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE RISERS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE SKIRTING(100MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE COPING(260MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

PROVIDING,FIXING PVC INTERNAL/EXTERNAL ROUND EDGE TILE BEADING MADE OUT OF PVCU AND PVC CO-EXTRUSION AS PROTECTOR FOR TILES INNER CORNERS,EXTERNAL EDGES, FOR ALL VERTICAL AND HORIZONTAL CORNERS AND EDGES,INCL PREPARATION OF SURFACE,CLEANING,CURING

COLLECTING,FIXING 30MM THICK GRANITE DADO OVER RCC/MASONRY STRUCTURES IN 10MM THICK CM 1:4,INCL FIXING,SCAFFOLDING,CUT-OUTS FOR ELECTRICAL OUTLETS,LIFT CALL BUTTONS,GROUT-FILLING JOINTS,CURING,POLISHING,WASHING WITH LIGHT ACID,GROOVES,ROUNDING

Page 27: Material Requirement

BOQ DESCRIPTION UNIT QUANTITY M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18

1.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

HSD YARD AND AT LOCATIONS SPECIFIED BY THE EIC cum 950.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 950.00

1.12 cum 50.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.00

1.13 sqm 16300.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16300.00

1.14 sqm 17500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17500.00

2.01 cum 80.00 0.65 0 0 25.92 25.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.84 28.16

2.03 cum 1225.00 0.65 0 0 260 260 130 0 0 0 0 0 0 0 0 0 48.75 65 48.75 0 812.5 812.5 412.50

2.04 cum 130.00 0.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 45.5 0 0 84.5 45.50

2.05 cum 40.00 0.65 0 0 25.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.92 25.92 14.08

2.06 sqm 900.00 0.65 0 0 129.6 226.8 226.8 0 0 0 0 0 0 0 0 0 0 0 0 0 583.2 583.2 316.80

2.07 cum 30.00 15 15 30 0.00

3.01 cum 11250.00 0.74 0 0 1483.2 1483.2 1483.2 741.6 741.6 741.6 370.8 370.8 0 0 0 0 0 333.72 296.64 296.64 8343 2907.00

CUM 0 0.00

3.02 cum 4765.00 0.74 0 0 222.48 296.64 296.64 296.64 296.64 296.64 296.64 333.72 333.72 333.72 296.64 233.604 0 0 0 0 3533.724 3533.724 1231.28

3.03 a cum 30010.00 0.74 0 0 0 1854 1854 1854 1854 1854 1854 1854 1854 1854 1854 1861.416 1854 0 0 0 22255.416 22255.416 7754.58

3.03 b cum 0 0.00

3.03 c cum 1907.00 0.74 0 0 0 0 0 0 0 0 0 185.4 185.4 185.4 185.4 185.4 148.32 148.32 190.5912 0 1414.2312 492.77

3.04 0 0.00

3.04 a cum 2660.00 0.74 0 0 0 163.152 163.152 170.568 148.32 163.152 163.152 148.32 148.32 148.32 163.152 163.152 185.4 44.496 0 0 1972.656 687.34

3.04 b cum 450.00 0.74 0 0 0 0 0 0 0 0 0 37.08 37.08 37.08 37.08 37.08 37.08 37.08 37.08 37.08 333.72 116.28

3.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.05 a cum 3800.00 0.74 0 0 0 0 222.48 222.48 222.48 222.48 222.48 222.48 222.48 222.48 222.48 222.48 222.48 148.32 148.32 74.16 2818.08 981.92

ALL LEVELS cum 1405.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1405.00

3.10 cum 115.00 0.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14.4 14.4 26.4 55.2 59.80

3.12 RCC PARAPET WALLS USING M20 GRADE CONCRETE AT ALL LEVELS (USING RMC) cum 150.00 0.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 36 72 78.00

3.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

C-3.1 FOR CONCRETE OF GRADE M35 cum 3800.00 0.71 0 0 0 0 0 0 177.45 177.45 248.43 248.43 283.92 283.92 319.41 319.41 319.41 319.41 0 0 2697.24 1102.76C-3.2 FOR CONCRETE OF GRADE M40 cum 11250.00 0.67 0 0 0 0 0 0 670.8 670.8 670.8 670.8 838.5 838.5 838.5 838.5 838.5 670.8 0 0 7546.5 3703.50C-3.3 FOR CONCRETE OF GRADE M45 cum 4765.00 0.52 0 0 0 0 0 0 206.4 206.4 239.94 258 258 258 258 258 258 258 0 0 2458.74 2306.26C-3.4 FOR CONCRETE OF GRADE M50 cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.01 sqm 14887.00 0.74 0 0 1854 1854 1854 1854 741.6 741.6 741.6 741.6 0 0 0 0 148.32 148.32 212.8392 148.32 11040.1992 3846.80

4.02 sqm 36580.00 0.74 0 0 1483.2 2224.8 2224.8 2224.8 2224.8 2224.8 2224.8 2224.8 2224.8 2224.8 2224.8 2224.8 593.28 578.448 0 0 27127.728 9452.27

4.03 sqm 105000.00 0.74 0 0 3337.2 5932.8 5932.8 5932.8 5932.8 5932.8 5932.8 5932.8 5932.8 5562 5562 5562 5191.2 5191.2 0 0 77868 27132.00

4.03.10 RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS sqm 5100.00 0.74 0 0 0 296.64 296.64 296.64 296.64 296.64 296.64 296.64 296.64 259.56 259.56 259.56 222.48 222.48 185.4 0 3782.16 1317.84

4.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.04.01 sqm 28285.00 0.74 0 0 0 1557.36 1557.36 1557.36 1557.36 1557.36 1557.36 1483.2 1483.2 1483.2 1483.2 1483.2 1483.2 1409.04 1323.756 0 20976.156 7308.84

4.04.02 sqm 4215.00 0.74 0 0 0 259.56 259.56 259.56 259.56 259.56 259.56 259.56 259.56 259.56 259.56 222.48 215.064 92.7 0 0 3125.844 1089.16

4.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.05.01 sqm 25850.00 0.74 0 0 0 1557.36 1557.36 1557.36 1334.88 1483.2 1483.2 1483.2 1483.2 1483.2 1483.2 1483.2 1409.04 1371.96 0 0 19170.36 6679.64

ALL LEVELS sqm 6397.00 0.74 0 0 0 444.096 444.096 333.072 330.85152 333.072 333.072 333.072 333.072 370.08 370.08 370.08 370.08 370.08 0 0 4734.80352 1662.204.07 RCC PARAPET WALLS AT ALL LEVELS sqm 1200.00 0.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222.48 222.48 222.48 222.48 889.92 310.085.00 STEEL REINFORCEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

AT ALL LEVELS MT 7175.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7175.00

5.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.02.1 FOR Y32 MM DIA Nos 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

5.03 Nos 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

6.01 g b) MS HOLLOW PIPES MT 10.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00

6.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 1 M8 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 2 M10 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 3 M12 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 4 M16 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

BOQ CODE

SAND (APPROVED BY ENGINEER) FILLING BELOW FLOORS,SIDES OF FOUNDATION RETAINING WALL,TRENCHES,LIFT PITS,ELSE WHERE INCL WATERING,CONSOLIDATING USING PLATE VIBRATORS, CONSOLIDATING IN LAYERS NOT MORE THAN 50MM THICKNESS

SUPPLYING,FILLING WITH 80-20MM GRADED STONE AGGREGATE WITHOUT DUST AS SUB-BASE BELOW RAFT SLAB AT BASEMENT INCL BASE PREPARATION BY MECHANICAL COMPACTION,WATERING,PACKING,COMPACTING USING VIBROROLLER,CONSOLIDATING.COMPACTED THICKNESS WILL BE PAID

PROVIDING,LAYING 150MM THICK SOLING WITH SAND CUSHION OF 50MM THICK INCL COST,BASE PREPARATION BY MECHANICAL COMPACTION,USING GRANITE HAND BROKEN METAL/ RUBBLE AND SMALLER PEBBLES FOR VOID FILLING, MOORUM FOR BINDING,WATERING,PACKING,COMPACTION

SUPPLYING,DILUTING,INJECTING CHEMICAL EMULSION FOR PRE-CONSTRUCTIONAL ANTI-TERMITE TREATMENT,CREATING CHEMICAL BARRIER UNDER AND AROUND COLUMN PITS,WALL TRENCHES,BASEMENT EXCAVATION,PLINTH FILLING,JUNCTION,EXTERNAL PERIMETER,EXPANSION JOINTS

PROVIDING,LAYING PCC 1:4:8 CONCRETE USING 40MM DOWNSIZE AGGREGATES BELOW GRADE SLAB,RETAINING WALLS, SUMP TANKS, DRAINS, TRENCHES, D.G.FOUNDATIONS, HSD STORAGE TANKS,INCL BASE PREPARATION,COMPACTION,LEVELING,CURING,SHUTTERING

PROVIDING,LAYING M10 PCC (RMC) BELOW RAFT SLAB USING 20MM DOWNGRADED AGGREGATE IN LAYERS,COMPACTED INCL PUMPING,VIBRATION,SHUTTERING,CURING,BASE PREPARATION,BELOW GRADE SLAB,RETAINING WALL,SUMP TANKS,DRAINS,TRENCHES,D.G.FOUNDATION,HSD STORAGE TANKS

PROVIDING AND LAYING PCC 1:5:10 USING RIVER SAND, 20MM AND DOWNSIZE METAL AGGREGATES FOR BED IN STORM WATER DRAINGE INCL FINISHING TOP WITH 12MM THK CM 1:4 WITH BRUSH FINISH INCL BASE PREPARATION,COMPACTION,CURING,SHUTTERING

PROVIDING,LAYING PCC OF MIX 1:3:6 (1 CEMENT: 3 CLEANED,APPROVED SAND: 6 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FOR DPC,COPINGS,OTHER SUCH WORKS INCL FORMWORK,COMPACTION,CURING WITH ALL LEAD & LIFT FOR ALL MATERIALS & LABOUR

PROVIDING,LAYING 50 MM THICK PCC 1:2:4 USING RIVER SAND, 20MM DOWNSIZE METAL AGGREGATES OVER CINDER FILLING FOR SUNKEN AREAS, INCL BASE PREPARATION,COMPACTION, CURING, SHUTTERING,INCL WATER PROOFING COMPOUND

PROVIDING, CASTING, SUPPLYING AND LAYING PRECAST CONCRETE MEMBERS LIKE LINTELS, MANHOLE FRAMES AND COVERS, SHELVES, ETC. IN M20 CONCRETE USING APPROVED SAND, 20MM AND DOWNSIZE METAL INCL COST OF SHUTTERING MOULD, WITH CURING

RCC FOR FOUNDATION M30 GRADE CONCRETE AT ALL LEVELS FOR BASE SLAB, RAFT SLAB, FOOTINGS, PEDESTALS , CABLE TRENCH, STORM WATER DRAINS, HSD YARD, BASE SLAB AND TOP SLAB FOR TANKS (UGT, OHT, STP, STORM WATER COLLECTION SUMP), BOUNDARY WALLS (USING RMC)

RCC FOR COLUMNS AND PEDESTALS OF ALL SHAPES AND SIZES USING M30 GRADE AT ALL LEVELS (USING RMC)

FLAT SLABS INCLUDING DROP PANELS, SUSPENDED FLOOR SLABS, SUNKEN SLABS, CANTILEVER SLABS, RAMP SLAB, CHEJJAS, CILLS, BALCONIES, SLOPE SLABS AND FOR CANOPIESAT ALL LEVELS (USING RMC)

WAFFLE SLAB OF SIZE, 900 X 900 X (375+125), 200/300 RIBS AT ALL LEVELS (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS (USING RMC)

RCC M30 GRADE OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS (USING RMC)

RCC M30 GRADE FOR RETAINING WALLS/BOUNDARY WALL/ CORE WALLS OF ALL THICKNESS AT ALL LEVELS. IF ANY WATER LEAKAGE IS FOUND THE SAME HAS TO BE RECTIFIED WITH PROPER GROUTING OR ANY OTHER APPROVED METHOD.(USING RMC)

RCC FOR RETAINING WALLS AT ALL LEVELS INCLUDING MLCP CORE WALLS, LIFT CORE WALL, ALL WATER TANK WALLS, STP AT ALL HEIGHTS AND AT LOCATIONS SPECIFIED (USING RMC)

PROVIDING AND LAYING M20 CONTROLLED CONCRETE USING 20MM AND DOWN SIZE AGGREGATE FOR MACHINE FOUNDATIONS OF ALL SIZES AS PER VENDORS DETAILS AT ALL LEVELS. (USING RMC)

EXTRA IN RCC ITEMS FOR PROVIDING & LAYING READY MIX CONCRETE OF FOLLOWING GRADES, IN PLACE OF M30 GRADE CONCRETE, BY PUMPING, FOR RCC WORKS INCLUDING THE COST OF ADMIXTURES, MICROSILICA AT ALL HEIGHTS & LOCATIONS.

SHUTTERING:PROVIDING,FABRICATING,ERECTING FORM WORK PLACES TO GENTLE SLOPE,STAGING FOR CASTING FLOORS,ROOF PROJECTIONS PROFILED FORMWORK INCL STRIKING WITH MARINE RESISTANT WATERPROOF PLY/MS PLATES WITH STEEL PROPS,STAGING SYSTEM,BRACING

FOR FOUNDATIONS,FOOTINGS, RAFT,MACHINE FOUNDATIONS,CABLE TRENCH INCLUDING BASE SLAB, STORM WATER DRAIN INCLUDING BASE SLAB, HSD YARD, SUMP INCLUDING BASE SLAB, WALLS, TOP SLAB, HSD YARD WORKS BOUNDARY WALL AND AT LOCATIONS SPECIFIED AT ALL LEVELS.

COLUMNS, PEDESTALS, PILLARS, PIERS, ABUTMENTS, POSTS & STRUTS OF ALL SHAPES AND SIZES AT ALL LEVELS

PROVIDING,ERECTING FORMWORK FOR RCC SLABS,FLAT SLABS,SLOPING SLABS,SUSPENDED FLOOR SLABS, SUNKEN SLABS CANOPIES, BALCONIES,CHAJJAS,LOFTS,CILLS,STAIRCASE LANDING SLABS WITH MS SHEETS,PROPS,SPANS,ETC; INCL SCAFFOLDING, RELEASING,REMOVING THE FORMWORK

RCC LINTELS AND BEAMS OF ALL SHAPES AND SIZES AS PER DRAWINGS AT ALL LEVELS.

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS.

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS.

WALLS OF (ANY THICKNESS) INCLUDING ATTACHED PLASTER, BUTTRESSES, PLINTH AND STRING COURSES ETC AT ALL LEVELS..

RETAINING WALL AT ALL LEVELS INCLUDING LIFT CORE WALLS, MLCP CORE WALLS, WATER TANK WALLS, STP

COLLECTING,FABRICATING,FIXING MS BARS/HYSD(TOR STEEL) OF ALL DIA IN RCC IN SITU WORKS INCL FLOORING PRECAST WORKS,INCL STRAITENING,CUTTING,BENDING,TYING,COVER BLOCKS,DEWATERING.STEEL FREE SUPPLY.

PROVIDING,FIXING MECHANICAL SPLICING USING THREADED COUPLER TO REINFORCEMENT USING HIGH YIELD STRENGTH STANDARD COUPLERS TO JOIN RIBBED BEARING BARS MACHINE CUT END TO END,INCL SUPPLY OF THREADED COUPLERS,REDUCING DIAMETERS,TRANSPORTATION,COUPLING

PROVIDING,FIXING REINFORCEMENT STEEL UPTO 12MM DIA,INCL DRILLING OF HOLES,FIXING,ROD USING LOCKSET COMPOUND,STEEL FREE SUPPLY,THE SAME WILL NOT BE PAID IF THE DOWELLS ARE NOT PROVIDED BY NEGLIGENCE OF THE CONTRACTOR EVEN AFTER SHOWING IN DRAWINGS

PROVIDING,FIXING MECHANICAL BOLTS, METHOD OF FIXING,DEPTH OF INSERTION,YIELD STRENGTH,TENSILE STRENGTH,RECOMMENDED BENDING MOMENT SHOULD BE AS PER MANUFACTURER'S SPECIFICATION AND DESIGNER'S RECOMMENDATION. (DEPTH OF INSERTION 150MM TO 200MM)

Page 28: Material Requirement

6.02 5 M20 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 6 M24 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.04 Kgs 1000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1000.00

MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.03 Sqm 4500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4500.00

7.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 a SUMP TANK sqm 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 b STP sqm 350.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 c OVER HEAD TANK sqm 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.09 SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SQM 0 0.00

SQM 0 0.009.00 MASONRY 0 0.00

9.01 sqm 60837.00 6500 6500 6200 6300 7300 6037 7000 7500 7500 60837 0.00

9.02 sqm 500.00 100 100 100 100 100 500 0.00

9.03 sqm 1150.00 50 100 100 100 100 100 100 100 100 100 100 100 1150 0.00

9.04 cum 0 0.00

9.05 sqm 0 0.00

9.06 0 0.00

9.06 a) FOR 450MM/600MM WIDTH cum 629.00 85 85 89 90 90 90 100 629 0.00

9.07 Sqm 0 0.00

9.08 Sqm 0 0.00

10.00 PLASTERING WORKS 0 0.00

10.01 sqm 5691.00 500 642 650 610 680 659 650 500 600 200 5691 0.00

10.02 Sqm 0 0.00

10.03 sqm 135196.00 15000 15000 15000 14000 14000 13000 16000 15000 18196 135196 0.00

10.04 sqm 0 0.00

10.05 sqm 4274.00 1000 1500 1774 4274 0.00

10.06 sqm 0 0.00

SQM 0 0.00

10.07 sqm 4442.00 1042 1000 1000 1400 4442 0.00

10.08 sqm 19992.00 1992 4000 4000 5000 5000 19992 0.00

10.09 sqm 2929.00 429 500 500 500 500 500 2929 0.00

10.12 sqm 2000.00 400 400 400 400 400 2000 0.00

11.00 FLOORING WORK 0 0.00

11.01 0 0.00

BASEMENT/MLCP/RAMP cum 3230.00 230 600 600 600 600 600 3230 0.00SQM 0 0.00

11.06 sqm 4217.00 637 700 720 720 720 720 4217 0.00

SQM 0 0.00MT 0 0.00

11.07 sqm 12051.00 2000 2000 2000 2000 1900 2151 12051 0.00

SQM 0 0.00

11.08 rmt 4122.00 650 650 650 672 750 750 4122 0.00

RM 0 0.00

11.09 sqm 40.00 13 13 14 40 0.00

SQM 0 0.00

SUPPLYING, FABRICATING AND FIXING MS FOUNDATION BOLTS OF ANY DIAMETER INCLUDING THREADING, NUTS, WASHERS ETC. THE RATE TO BE INCLUSIVE OF ERECTING THE BOLTS IN POSITION DURING CONCRETING.

PROVIDING AND LAYING M20 GRADE SCREED CONCRETE OF AVERAGE 75MM THICKNESS LAID TO SLOPE/GRADIENT ON TOP OF WATERPROOFING TREATMENT INCL CURING,CLEANING,SHUTTERING,BRUSHING THE SURFACE(USING RMC - CEMENT SHALL NOT BE SUPPLIED FREE OF COST)

PROVIDING WATER PROOF PLASTER WITH CM 1:3, 20MM THICK FINISHED SMOOTH WITH A FLOATING COAT OF CEMENT MIXED THOROUGHLY WITH APPROVED BRAND AND QUALITY WATER PROOFING COMPOUND AT 2% BY WEIGHT OF CEMENT,INCL SCAFFOLDING ETC COMPLETE.

WATER PROOFING AROUND A/C DUCTS & OTHER SPECIFIED AREAS INCL SURFACE PREPARATION,BRUSH APPLICATION,THE APPLICATION OF WATERPROOFING TREATMENT ON BOTH HORIZONTAL AND VERTICAL SURFACE WITH PENETRON SEAL COAT,PLAN AREA OF TREATED SURFACE WILL BE PAID

PROVIDING,CONSTRUCTING 200MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STAGING,LEADS AND LIFTS (HEIGHT OF MASONRY PER DAY SHOULD NOT EXCEED 1.2MTRS)

PROVIDING,CONSTRUCTING 100MM THICK SOLID BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:4 INCL CURING,STEEL SCAFFOLDING,STEEL STAGING,M15 CONCRETE BAND 75MM THICK. WITH TOR 8 BARS AT EVERY FIFTH COURSE WITH M15 GRADE CONCRETE

PROVIDING,CONSTRUCTING 150MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STEEL STAGING, ALL LEADS AND LIFTS

PROVIDING AND CONSTRUCTING 230MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:6 WITH NECESSARY SCAFFOLDING, STAGING, CURING, ETC., COMPLETE WITH ALL LEAD AND LIFT

PROVIDING AND CONSTRUCTING 115MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:4 WITH NECESSARY SCAFFOLDING, STAGING, CURING, PROVIDING M15 GRADE CONCRETE, 2 NOS 6MM MS RODS AT EVERY 5TH COURSE

PROVIDING,CONSTRUCTING SIZE STONE MASONRY IN CM 1:6 FOR FOUNDATION,SUPERSTRUCTURE IN COURSES MIN 150MM HIGH WITH BOND STONES INCL CHISEL DRESSING,INTERSTICES FILLED WITH SMALL SIZE BOULDERS,CEMENT MORTAR FILLING,RAKING OF JOINTS,CURING

PROVIDING,CONSTRUCTING 200MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PROVIDING,CONSTRUCTING 150MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PREPARE THE SURFACE AND PLASTER THE CEILING, SOFFIT OF STAIRCASE ETC., IN CEMENT MORTAR 1:4, 12 MM THICK WITH SMOOTH FINISH TO LINE AND LEVEL AT ALL LEVELS INCLUDING LEAD AND LIFT OF MATERIALS, WITH NECESSARY SCAFFOLDING , CURING , ETC., COMPLETE.

SPECIFICATION AND SCOPE OF WORK SAME AS ITEM ABOVE BUT WITH LIME RENDERING.

15MM THICK 1:6 PLASTER ON INTERNAL RCC/MASONRY SURFACE,WALLS,INCL SURFACE PREPARATION,FINISHING,LIME RENDERING,ROUNDING OF CORNERS,SCAFFOLDING,CURING,HYDRATING,FIXING MESH,CORNER BEAD AT COLUMN CORNERS,WALL CORNERS,JUNCTIONS WITH GALVANISED NAILS

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR RCC WALLS.

PROVIDING ROUGH PLASTERING FOR DADO BACKING IN CM 1:6 12MM THICK FOR FIXING TILES,GRANITE SLABS,MARBLE,INCL ROUGH FINISHING TO LINE AND PLUMB,SCAFFOLDING,CURING,LEAD AND LIFTS,FOR WALLS INCL SCARIFYING THE SURFACE TO RECEIVE THE TILES.

PROVIDING SPONGE FINISH PLASTERING 12MM THICK IN CM 1:6 ON WALLS AT ALL LEVELS & LIFTS, INCLUDING FINISHING TO LINE AND PLUMB, COST OF SCAFFOLDING, CURING, ETC., COMPLETE, WITH ALL LEADS AND LIFTS(IN DUCTS , SHAFTS & LIFT CABINS)

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR PHE SHAFTS

PROVIDING 1:4 PLASTER TO EXTERNAL WALLS,COLUMNS, ETC APPLIED IN 2 COATS,1ST COAT OF 12MM THICK,2ND COAT OF 6MM WITH WATER PROOF COMPOUND,AS PER TEXTURE,SCAFFOLDING,CURING,INCL FORMING OF DRIP MOULDS,ARCHITECTURAL GROOVES

PROVIDING 12MM THK EXTERNAL PLASTER FOR COMPOUND WALL,COLUMNS IN CEMENT MORTAR 1:4 FINISHED,INCL ALL LEADS, LIFTS, SCAFFOLDING AND CURING COMPLETE. THE RATE IS INCLUSIVE OF FORMING OF DRIP MOULDS & ARCHITECTURAL GROOVES

REPAIRING AND MAKING GOOD OPENINGS WITH CONSTRUCTION USING CEMENT BLOCKS/LATERITE, DONE BY OTHER AGENCIES BY USING GI PLASTER MESH ON BOTH SIDES,INCL PLASTERING THE MASONRY ON BOTH SIDES IN CM 1:4 INCL FINISHING,SCAFFOLDING,CURING

PROVIDING,LAYING M20 READY MIX RCC FOR FLOORING USING 20MM MACHINE CRUSHED HARDSTONE AGGREGATE INCL WEIGH BATCHING,MECHANICAL MIXING,TRANSPORTING,PLACING,SAND FINISHING WITH MECHANICAL TROWELING,INCL PROVIDING SERRATED FINISH,GROOVES(USING RMC)

PROVIDING,LAYING M20 CONTROLLED RMC IN 50MM THICK IPS FLOORING LAID IN MAX 2.5 SQM PANELS FOR STAIRCASE STEPS, WITH 1:1 CEMENT SAND MORTAR 12MM THICK,CEMENT SLURRY 2.2KG/SQM FLOORING,LEVELLING,MAKING OF GROOVES,SETTING,CURING,PROTECTION(USING RMC)

COLLECTING,FIXING,LAYING FLOORING UPTO 30MM THICK MACHINED-EDGE ENGINEERED STONE OF PRECISE SIZE USING CEMENT SLURRY OVER 20MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL LABOUR,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION,REMOVAL,CLEANUP

COLLECTING,FIXING,LAYING SKIRTING 100MM HIGH WITH UPTO 30MM THICK ENGINEERED STONE USING CEMENT SLURRY OVER 20 MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING INCL LABOUR,LEAD,LIFT CHARGES,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION TILL HANDOVER

COLLECTING,CUTTING,LAYING USING STEEL GREY GRANITE FLOORING INSIDE LIFT CABIN OVER EPOXY ADHESIVE,FINISHED NEAT WITH PIGMENTED WHITE CEMENT INCL POLISHING,WASHING WITH LIGHT ACID,SLABS SHALL HAVE THE EDGES MACHINE CUT TO PRECISE SIZE(IN LIFT CABINS)

Page 29: Material Requirement

11.10 sqm 6802.00 1100 1200 1200 1200 1102 1000 6802 0.00

SQM 0 0.00

11.11 sqm 3073.00 500 500 523 525 525 500 3073 0.00

SQM 0 0.00

11.12 sqm 11000.00 1800 1800 1800 2000 1800 1800 11000 0.00

SQM 0 0.00

11.13 rmt 0 0.00

RM 0 0.00

11.14 sqm 1455.00 220 220 220 220 220 220 135 1455 0.00

SQM 0 0.00

11.15 rmt 6527.00 1000 1000 927 900 900 900 900 6527 0.00

RM 0 0.00

11.16 rmt 6976.00 1400 1400 1400 1576 1200 6976 0.00

RM 0 0.00

11.17 rmt 6899.00 1000 1250 999 1200 1250 1200 6899 0.00

RM 0 0.00

11.18 rmt 0 0.00

RM 0 0.00

11.19 rmt 0 0.00

RM 0 0.00

11.20 sqm 283.00 50 50 50 50 50 33 283 0.00

Total SQM 0 0 8836.52 18436.328 18502.888 17315.88 17046.182 39261.554 39137.274 39033.902 37184.692 39188.82 45314.062 53852.362 54100.084 56677.754 23012.256 21218.08 528118.6379 -528118.64

COLLECTING,CUTTING,LAYING USING ANTISKID CERAMIC TILE FLOORING IN CEMENT SLURRY OVER 20MM THICK 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL COST OF GROUT, WHITE CEMENT, CURING, ACID WASH & PROTECTION TILL HAND-OVER. (TOILET FLOORING)

COLLECTING,FIXING DADO OVER EXISTING WALL USING CERAMIC TILE SET IN CM 1:4 10MM THICK CEMENT BACKING INCL MAKING CUT-OUTS,FILLING JOINTS WITH GROUT,CURING,INCL ACID WASH,PROTECTION TILL HANDOVER, REMOVAL AND CLEAN UP ETC., COMPLETE.(TOILET WALLS)

COLLECTING,LAYING TERRACOTTA TILE FLOORING OVER WATERPROOF CEMENT MORTAR 1:4 ON ROOF BALCONIES,TO DRAIN WATER TO THE OUTLETS INCL GROUTING JOINTS,REMOVING EXCESS SLURRY,CLEANING SURFACE,CURING,PROTECTION,ACID WASHING(ABOVE TERRACE)

COLLECTING,LAYING 100MM HIGH TERRACOTTA TILE SKIRTING,WITH PAPER THIN JOINT,IN 20MM 1:4 CEMENT MORTAR,ROUGHENED CEMENT SLURRY,POINTING OF JOINTS,INCL CHASING WALL,MAKING GOOD THE CHASED SURFACE USING CM 1:4,CURING,ACID WASHING,MAKING GROOVE

COLLECTING,CUTTING,LAYING UPTO 30MM THK KOTA SLAB FLOORING SET OVER 20MM THK 1:4 CEMENT MORTAR BED,JOINTS IN THE FLOORING TO BE FILLED WITH CEMENT BASED GROUT,INCL WAX POLISH,CURING,PROTECTION TILL HAND-OVER,REMOVAL,CLEAN UP(STAIRCASE AREA)

COLLECTING,FIXING STAIRCASE TREADS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE RISERS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE SKIRTING(100MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE COPING(260MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

PROVIDING,FIXING PVC INTERNAL/EXTERNAL ROUND EDGE TILE BEADING MADE OUT OF PVCU AND PVC CO-EXTRUSION AS PROTECTOR FOR TILES INNER CORNERS,EXTERNAL EDGES, FOR ALL VERTICAL AND HORIZONTAL CORNERS AND EDGES,INCL PREPARATION OF SURFACE,CLEANING,CURING

COLLECTING,FIXING 30MM THICK GRANITE DADO OVER RCC/MASONRY STRUCTURES IN 10MM THICK CM 1:4,INCL FIXING,SCAFFOLDING,CUT-OUTS FOR ELECTRICAL OUTLETS,LIFT CALL BUTTONS,GROUT-FILLING JOINTS,CURING,POLISHING,WASHING WITH LIGHT ACID,GROOVES,ROUNDING

Page 30: Material Requirement

BOQ DESCRIPTION UNIT QUANTITY M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18

1.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

HSD YARD AND AT LOCATIONS SPECIFIED BY THE EIC cum 950.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 950.00

1.12 cum 50.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.00

1.13 sqm 16300.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16300.00

1.14 sqm 17500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17500.00

2.01 cum 80.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80.00

2.03 cum 1225.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1225.00

2.04 cum 130.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130.00

2.05 cum 40.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40.00

2.06 sqm 900.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 900.00

2.07 cum 30.00 15 15 30 0.00

3.01 cum 11250.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11250.00

CUM 0 0.00

3.02 cum 4765.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4765.00

3.03 a cum 30010.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30010.00

3.03 b cum 0 0.00

3.03 c cum 1907.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1907.00

3.04 0 0.00

3.04 a cum 2660.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2660.00

3.04 b cum 450.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 450.00

3.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.05 a cum 3800.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3800.00

ALL LEVELS cum 1405.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1405.00

3.10 cum 115.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115.00

3.12 RCC PARAPET WALLS USING M20 GRADE CONCRETE AT ALL LEVELS (USING RMC) cum 150.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150.00

3.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

C-3.1 FOR CONCRETE OF GRADE M35 cum 3800.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3800.00C-3.2 FOR CONCRETE OF GRADE M40 cum 11250.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11250.00C-3.3 FOR CONCRETE OF GRADE M45 cum 4765.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4765.00C-3.4 FOR CONCRETE OF GRADE M50 cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.01 sqm 14887.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14887.00

4.02 sqm 36580.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36580.00

4.03 sqm 105000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105000.00

4.03.10 RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS sqm 5100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5100.00

4.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.04.01 sqm 28285.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28285.00

4.04.02 sqm 4215.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4215.00

4.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.05.01 sqm 25850.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25850.00

ALL LEVELS sqm 6397.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6397.004.07 RCC PARAPET WALLS AT ALL LEVELS sqm 1200.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1200.005.00 STEEL REINFORCEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

AT ALL LEVELS MT 7175.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7175.00

5.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.02.1 FOR Y32 MM DIA Nos 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

5.03 Nos 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

6.01 g b) MS HOLLOW PIPES MT 10.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00

6.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 1 M8 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 2 M10 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 3 M12 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 4 M16 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

BOQ CODE

SAND (APPROVED BY ENGINEER) FILLING BELOW FLOORS,SIDES OF FOUNDATION RETAINING WALL,TRENCHES,LIFT PITS,ELSE WHERE INCL WATERING,CONSOLIDATING USING PLATE VIBRATORS, CONSOLIDATING IN LAYERS NOT MORE THAN 50MM THICKNESS

SUPPLYING,FILLING WITH 80-20MM GRADED STONE AGGREGATE WITHOUT DUST AS SUB-BASE BELOW RAFT SLAB AT BASEMENT INCL BASE PREPARATION BY MECHANICAL COMPACTION,WATERING,PACKING,COMPACTING USING VIBROROLLER,CONSOLIDATING.COMPACTED THICKNESS WILL BE PAID

PROVIDING,LAYING 150MM THICK SOLING WITH SAND CUSHION OF 50MM THICK INCL COST,BASE PREPARATION BY MECHANICAL COMPACTION,USING GRANITE HAND BROKEN METAL/ RUBBLE AND SMALLER PEBBLES FOR VOID FILLING, MOORUM FOR BINDING,WATERING,PACKING,COMPACTION

SUPPLYING,DILUTING,INJECTING CHEMICAL EMULSION FOR PRE-CONSTRUCTIONAL ANTI-TERMITE TREATMENT,CREATING CHEMICAL BARRIER UNDER AND AROUND COLUMN PITS,WALL TRENCHES,BASEMENT EXCAVATION,PLINTH FILLING,JUNCTION,EXTERNAL PERIMETER,EXPANSION JOINTS

PROVIDING,LAYING PCC 1:4:8 CONCRETE USING 40MM DOWNSIZE AGGREGATES BELOW GRADE SLAB,RETAINING WALLS, SUMP TANKS, DRAINS, TRENCHES, D.G.FOUNDATIONS, HSD STORAGE TANKS,INCL BASE PREPARATION,COMPACTION,LEVELING,CURING,SHUTTERING

PROVIDING,LAYING M10 PCC (RMC) BELOW RAFT SLAB USING 20MM DOWNGRADED AGGREGATE IN LAYERS,COMPACTED INCL PUMPING,VIBRATION,SHUTTERING,CURING,BASE PREPARATION,BELOW GRADE SLAB,RETAINING WALL,SUMP TANKS,DRAINS,TRENCHES,D.G.FOUNDATION,HSD STORAGE TANKS

PROVIDING AND LAYING PCC 1:5:10 USING RIVER SAND, 20MM AND DOWNSIZE METAL AGGREGATES FOR BED IN STORM WATER DRAINGE INCL FINISHING TOP WITH 12MM THK CM 1:4 WITH BRUSH FINISH INCL BASE PREPARATION,COMPACTION,CURING,SHUTTERING

PROVIDING,LAYING PCC OF MIX 1:3:6 (1 CEMENT: 3 CLEANED,APPROVED SAND: 6 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FOR DPC,COPINGS,OTHER SUCH WORKS INCL FORMWORK,COMPACTION,CURING WITH ALL LEAD & LIFT FOR ALL MATERIALS & LABOUR

PROVIDING,LAYING 50 MM THICK PCC 1:2:4 USING RIVER SAND, 20MM DOWNSIZE METAL AGGREGATES OVER CINDER FILLING FOR SUNKEN AREAS, INCL BASE PREPARATION,COMPACTION, CURING, SHUTTERING,INCL WATER PROOFING COMPOUND

PROVIDING, CASTING, SUPPLYING AND LAYING PRECAST CONCRETE MEMBERS LIKE LINTELS, MANHOLE FRAMES AND COVERS, SHELVES, ETC. IN M20 CONCRETE USING APPROVED SAND, 20MM AND DOWNSIZE METAL INCL COST OF SHUTTERING MOULD, WITH CURING

RCC FOR FOUNDATION M30 GRADE CONCRETE AT ALL LEVELS FOR BASE SLAB, RAFT SLAB, FOOTINGS, PEDESTALS , CABLE TRENCH, STORM WATER DRAINS, HSD YARD, BASE SLAB AND TOP SLAB FOR TANKS (UGT, OHT, STP, STORM WATER COLLECTION SUMP), BOUNDARY WALLS (USING RMC)

RCC FOR COLUMNS AND PEDESTALS OF ALL SHAPES AND SIZES USING M30 GRADE AT ALL LEVELS (USING RMC)

FLAT SLABS INCLUDING DROP PANELS, SUSPENDED FLOOR SLABS, SUNKEN SLABS, CANTILEVER SLABS, RAMP SLAB, CHEJJAS, CILLS, BALCONIES, SLOPE SLABS AND FOR CANOPIESAT ALL LEVELS (USING RMC)

WAFFLE SLAB OF SIZE, 900 X 900 X (375+125), 200/300 RIBS AT ALL LEVELS (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS (USING RMC)

RCC M30 GRADE OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS (USING RMC)

RCC M30 GRADE FOR RETAINING WALLS/BOUNDARY WALL/ CORE WALLS OF ALL THICKNESS AT ALL LEVELS. IF ANY WATER LEAKAGE IS FOUND THE SAME HAS TO BE RECTIFIED WITH PROPER GROUTING OR ANY OTHER APPROVED METHOD.(USING RMC)

RCC FOR RETAINING WALLS AT ALL LEVELS INCLUDING MLCP CORE WALLS, LIFT CORE WALL, ALL WATER TANK WALLS, STP AT ALL HEIGHTS AND AT LOCATIONS SPECIFIED (USING RMC)

PROVIDING AND LAYING M20 CONTROLLED CONCRETE USING 20MM AND DOWN SIZE AGGREGATE FOR MACHINE FOUNDATIONS OF ALL SIZES AS PER VENDORS DETAILS AT ALL LEVELS. (USING RMC)

EXTRA IN RCC ITEMS FOR PROVIDING & LAYING READY MIX CONCRETE OF FOLLOWING GRADES, IN PLACE OF M30 GRADE CONCRETE, BY PUMPING, FOR RCC WORKS INCLUDING THE COST OF ADMIXTURES, MICROSILICA AT ALL HEIGHTS & LOCATIONS.

SHUTTERING:PROVIDING,FABRICATING,ERECTING FORM WORK PLACES TO GENTLE SLOPE,STAGING FOR CASTING FLOORS,ROOF PROJECTIONS PROFILED FORMWORK INCL STRIKING WITH MARINE RESISTANT WATERPROOF PLY/MS PLATES WITH STEEL PROPS,STAGING SYSTEM,BRACING

FOR FOUNDATIONS,FOOTINGS, RAFT,MACHINE FOUNDATIONS,CABLE TRENCH INCLUDING BASE SLAB, STORM WATER DRAIN INCLUDING BASE SLAB, HSD YARD, SUMP INCLUDING BASE SLAB, WALLS, TOP SLAB, HSD YARD WORKS BOUNDARY WALL AND AT LOCATIONS SPECIFIED AT ALL LEVELS.

COLUMNS, PEDESTALS, PILLARS, PIERS, ABUTMENTS, POSTS & STRUTS OF ALL SHAPES AND SIZES AT ALL LEVELS

PROVIDING,ERECTING FORMWORK FOR RCC SLABS,FLAT SLABS,SLOPING SLABS,SUSPENDED FLOOR SLABS, SUNKEN SLABS CANOPIES, BALCONIES,CHAJJAS,LOFTS,CILLS,STAIRCASE LANDING SLABS WITH MS SHEETS,PROPS,SPANS,ETC; INCL SCAFFOLDING, RELEASING,REMOVING THE FORMWORK

RCC LINTELS AND BEAMS OF ALL SHAPES AND SIZES AS PER DRAWINGS AT ALL LEVELS.

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS.

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS.

WALLS OF (ANY THICKNESS) INCLUDING ATTACHED PLASTER, BUTTRESSES, PLINTH AND STRING COURSES ETC AT ALL LEVELS..

RETAINING WALL AT ALL LEVELS INCLUDING LIFT CORE WALLS, MLCP CORE WALLS, WATER TANK WALLS, STP

COLLECTING,FABRICATING,FIXING MS BARS/HYSD(TOR STEEL) OF ALL DIA IN RCC IN SITU WORKS INCL FLOORING PRECAST WORKS,INCL STRAITENING,CUTTING,BENDING,TYING,COVER BLOCKS,DEWATERING.STEEL FREE SUPPLY.

PROVIDING,FIXING MECHANICAL SPLICING USING THREADED COUPLER TO REINFORCEMENT USING HIGH YIELD STRENGTH STANDARD COUPLERS TO JOIN RIBBED BEARING BARS MACHINE CUT END TO END,INCL SUPPLY OF THREADED COUPLERS,REDUCING DIAMETERS,TRANSPORTATION,COUPLING

PROVIDING,FIXING REINFORCEMENT STEEL UPTO 12MM DIA,INCL DRILLING OF HOLES,FIXING,ROD USING LOCKSET COMPOUND,STEEL FREE SUPPLY,THE SAME WILL NOT BE PAID IF THE DOWELLS ARE NOT PROVIDED BY NEGLIGENCE OF THE CONTRACTOR EVEN AFTER SHOWING IN DRAWINGS

PROVIDING,FIXING MECHANICAL BOLTS, METHOD OF FIXING,DEPTH OF INSERTION,YIELD STRENGTH,TENSILE STRENGTH,RECOMMENDED BENDING MOMENT SHOULD BE AS PER MANUFACTURER'S SPECIFICATION AND DESIGNER'S RECOMMENDATION. (DEPTH OF INSERTION 150MM TO 200MM)

Page 31: Material Requirement

6.02 5 M20 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 6 M24 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.04 Kgs 1000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1000.00

MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.03 Sqm 4500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4500.00

7.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 a SUMP TANK sqm 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 b STP sqm 350.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 c OVER HEAD TANK sqm 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.09 SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SQM 0 0.00

SQM 0 0.009.00 MASONRY 0 0.00

9.01 sqm 60837.00 12.50 0 0 0 0 0 0 0 81250 81250 77500 78750 91250 75462.5 87500 93750 93750 0 0 760462.5 760462.5 -699625.50

9.02 sqm 500.00 12.50 0 0 0 0 0 0 0 0 0 0 0 0 0 1250 1250 1250 1250 1250 6250 -5750.00

9.03 sqm 1150.00 12.50 0 0 0 0 0 0 625 1250 1250 1250 1250 1250 1250 1250 1250 1250 1250 1250 14375 -13225.00

9.04 cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.05 sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.06 a) FOR 450MM/600MM WIDTH cum 629.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 629.00

9.07 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.08 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.00 PLASTERING WORKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.01 sqm 5691.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5691.00

10.02 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.03 sqm 135196.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 135196.00

10.04 sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.05 sqm 4274.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4274.00

10.06 sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.07 sqm 4442.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4442.00

10.08 sqm 19992.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19992.00

10.09 sqm 2929.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2929.00

10.12 sqm 2000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2000.00

11.00 FLOORING WORK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

BASEMENT/MLCP/RAMP cum 3230.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3230.00SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.06 sqm 4217.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4217.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.07 sqm 12051.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12051.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.08 rmt 4122.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4122.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.09 sqm 40.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SUPPLYING, FABRICATING AND FIXING MS FOUNDATION BOLTS OF ANY DIAMETER INCLUDING THREADING, NUTS, WASHERS ETC. THE RATE TO BE INCLUSIVE OF ERECTING THE BOLTS IN POSITION DURING CONCRETING.

PROVIDING AND LAYING M20 GRADE SCREED CONCRETE OF AVERAGE 75MM THICKNESS LAID TO SLOPE/GRADIENT ON TOP OF WATERPROOFING TREATMENT INCL CURING,CLEANING,SHUTTERING,BRUSHING THE SURFACE(USING RMC - CEMENT SHALL NOT BE SUPPLIED FREE OF COST)

PROVIDING WATER PROOF PLASTER WITH CM 1:3, 20MM THICK FINISHED SMOOTH WITH A FLOATING COAT OF CEMENT MIXED THOROUGHLY WITH APPROVED BRAND AND QUALITY WATER PROOFING COMPOUND AT 2% BY WEIGHT OF CEMENT,INCL SCAFFOLDING ETC COMPLETE.

WATER PROOFING AROUND A/C DUCTS & OTHER SPECIFIED AREAS INCL SURFACE PREPARATION,BRUSH APPLICATION,THE APPLICATION OF WATERPROOFING TREATMENT ON BOTH HORIZONTAL AND VERTICAL SURFACE WITH PENETRON SEAL COAT,PLAN AREA OF TREATED SURFACE WILL BE PAID

PROVIDING,CONSTRUCTING 200MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STAGING,LEADS AND LIFTS (HEIGHT OF MASONRY PER DAY SHOULD NOT EXCEED 1.2MTRS)

PROVIDING,CONSTRUCTING 100MM THICK SOLID BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:4 INCL CURING,STEEL SCAFFOLDING,STEEL STAGING,M15 CONCRETE BAND 75MM THICK. WITH TOR 8 BARS AT EVERY FIFTH COURSE WITH M15 GRADE CONCRETE

PROVIDING,CONSTRUCTING 150MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STEEL STAGING, ALL LEADS AND LIFTS

PROVIDING AND CONSTRUCTING 230MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:6 WITH NECESSARY SCAFFOLDING, STAGING, CURING, ETC., COMPLETE WITH ALL LEAD AND LIFT

PROVIDING AND CONSTRUCTING 115MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:4 WITH NECESSARY SCAFFOLDING, STAGING, CURING, PROVIDING M15 GRADE CONCRETE, 2 NOS 6MM MS RODS AT EVERY 5TH COURSE

PROVIDING,CONSTRUCTING SIZE STONE MASONRY IN CM 1:6 FOR FOUNDATION,SUPERSTRUCTURE IN COURSES MIN 150MM HIGH WITH BOND STONES INCL CHISEL DRESSING,INTERSTICES FILLED WITH SMALL SIZE BOULDERS,CEMENT MORTAR FILLING,RAKING OF JOINTS,CURING

PROVIDING,CONSTRUCTING 200MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PROVIDING,CONSTRUCTING 150MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PREPARE THE SURFACE AND PLASTER THE CEILING, SOFFIT OF STAIRCASE ETC., IN CEMENT MORTAR 1:4, 12 MM THICK WITH SMOOTH FINISH TO LINE AND LEVEL AT ALL LEVELS INCLUDING LEAD AND LIFT OF MATERIALS, WITH NECESSARY SCAFFOLDING , CURING , ETC., COMPLETE.

SPECIFICATION AND SCOPE OF WORK SAME AS ITEM ABOVE BUT WITH LIME RENDERING.

15MM THICK 1:6 PLASTER ON INTERNAL RCC/MASONRY SURFACE,WALLS,INCL SURFACE PREPARATION,FINISHING,LIME RENDERING,ROUNDING OF CORNERS,SCAFFOLDING,CURING,HYDRATING,FIXING MESH,CORNER BEAD AT COLUMN CORNERS,WALL CORNERS,JUNCTIONS WITH GALVANISED NAILS

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR RCC WALLS.

PROVIDING ROUGH PLASTERING FOR DADO BACKING IN CM 1:6 12MM THICK FOR FIXING TILES,GRANITE SLABS,MARBLE,INCL ROUGH FINISHING TO LINE AND PLUMB,SCAFFOLDING,CURING,LEAD AND LIFTS,FOR WALLS INCL SCARIFYING THE SURFACE TO RECEIVE THE TILES.

PROVIDING SPONGE FINISH PLASTERING 12MM THICK IN CM 1:6 ON WALLS AT ALL LEVELS & LIFTS, INCLUDING FINISHING TO LINE AND PLUMB, COST OF SCAFFOLDING, CURING, ETC., COMPLETE, WITH ALL LEADS AND LIFTS(IN DUCTS , SHAFTS & LIFT CABINS)

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR PHE SHAFTS

PROVIDING 1:4 PLASTER TO EXTERNAL WALLS,COLUMNS, ETC APPLIED IN 2 COATS,1ST COAT OF 12MM THICK,2ND COAT OF 6MM WITH WATER PROOF COMPOUND,AS PER TEXTURE,SCAFFOLDING,CURING,INCL FORMING OF DRIP MOULDS,ARCHITECTURAL GROOVES

PROVIDING 12MM THK EXTERNAL PLASTER FOR COMPOUND WALL,COLUMNS IN CEMENT MORTAR 1:4 FINISHED,INCL ALL LEADS, LIFTS, SCAFFOLDING AND CURING COMPLETE. THE RATE IS INCLUSIVE OF FORMING OF DRIP MOULDS & ARCHITECTURAL GROOVES

REPAIRING AND MAKING GOOD OPENINGS WITH CONSTRUCTION USING CEMENT BLOCKS/LATERITE, DONE BY OTHER AGENCIES BY USING GI PLASTER MESH ON BOTH SIDES,INCL PLASTERING THE MASONRY ON BOTH SIDES IN CM 1:4 INCL FINISHING,SCAFFOLDING,CURING

PROVIDING,LAYING M20 READY MIX RCC FOR FLOORING USING 20MM MACHINE CRUSHED HARDSTONE AGGREGATE INCL WEIGH BATCHING,MECHANICAL MIXING,TRANSPORTING,PLACING,SAND FINISHING WITH MECHANICAL TROWELING,INCL PROVIDING SERRATED FINISH,GROOVES(USING RMC)

PROVIDING,LAYING M20 CONTROLLED RMC IN 50MM THICK IPS FLOORING LAID IN MAX 2.5 SQM PANELS FOR STAIRCASE STEPS, WITH 1:1 CEMENT SAND MORTAR 12MM THICK,CEMENT SLURRY 2.2KG/SQM FLOORING,LEVELLING,MAKING OF GROOVES,SETTING,CURING,PROTECTION(USING RMC)

COLLECTING,FIXING,LAYING FLOORING UPTO 30MM THICK MACHINED-EDGE ENGINEERED STONE OF PRECISE SIZE USING CEMENT SLURRY OVER 20MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL LABOUR,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION,REMOVAL,CLEANUP

COLLECTING,FIXING,LAYING SKIRTING 100MM HIGH WITH UPTO 30MM THICK ENGINEERED STONE USING CEMENT SLURRY OVER 20 MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING INCL LABOUR,LEAD,LIFT CHARGES,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION TILL HANDOVER

COLLECTING,CUTTING,LAYING USING STEEL GREY GRANITE FLOORING INSIDE LIFT CABIN OVER EPOXY ADHESIVE,FINISHED NEAT WITH PIGMENTED WHITE CEMENT INCL POLISHING,WASHING WITH LIGHT ACID,SLABS SHALL HAVE THE EDGES MACHINE CUT TO PRECISE SIZE(IN LIFT CABINS)

Page 32: Material Requirement

11.10 sqm 6802.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6802.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.11 sqm 3073.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3073.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.12 sqm 11000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11000.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.13 rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.14 sqm 1455.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1455.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.15 rmt 6527.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6527.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.16 rmt 6976.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6976.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.17 rmt 6899.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6899.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.18 rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.19 rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.20 sqm 283.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 283.00

Total SQM 0 0 15 0 0 15 625 82500 82500 78750 80000 92500 76712.5 90000 96250 96250 2500 2500 781117.5 -781117.50

COLLECTING,CUTTING,LAYING USING ANTISKID CERAMIC TILE FLOORING IN CEMENT SLURRY OVER 20MM THICK 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL COST OF GROUT, WHITE CEMENT, CURING, ACID WASH & PROTECTION TILL HAND-OVER. (TOILET FLOORING)

COLLECTING,FIXING DADO OVER EXISTING WALL USING CERAMIC TILE SET IN CM 1:4 10MM THICK CEMENT BACKING INCL MAKING CUT-OUTS,FILLING JOINTS WITH GROUT,CURING,INCL ACID WASH,PROTECTION TILL HANDOVER, REMOVAL AND CLEAN UP ETC., COMPLETE.(TOILET WALLS)

COLLECTING,LAYING TERRACOTTA TILE FLOORING OVER WATERPROOF CEMENT MORTAR 1:4 ON ROOF BALCONIES,TO DRAIN WATER TO THE OUTLETS INCL GROUTING JOINTS,REMOVING EXCESS SLURRY,CLEANING SURFACE,CURING,PROTECTION,ACID WASHING(ABOVE TERRACE)

COLLECTING,LAYING 100MM HIGH TERRACOTTA TILE SKIRTING,WITH PAPER THIN JOINT,IN 20MM 1:4 CEMENT MORTAR,ROUGHENED CEMENT SLURRY,POINTING OF JOINTS,INCL CHASING WALL,MAKING GOOD THE CHASED SURFACE USING CM 1:4,CURING,ACID WASHING,MAKING GROOVE

COLLECTING,CUTTING,LAYING UPTO 30MM THK KOTA SLAB FLOORING SET OVER 20MM THK 1:4 CEMENT MORTAR BED,JOINTS IN THE FLOORING TO BE FILLED WITH CEMENT BASED GROUT,INCL WAX POLISH,CURING,PROTECTION TILL HAND-OVER,REMOVAL,CLEAN UP(STAIRCASE AREA)

COLLECTING,FIXING STAIRCASE TREADS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE RISERS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE SKIRTING(100MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE COPING(260MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

PROVIDING,FIXING PVC INTERNAL/EXTERNAL ROUND EDGE TILE BEADING MADE OUT OF PVCU AND PVC CO-EXTRUSION AS PROTECTOR FOR TILES INNER CORNERS,EXTERNAL EDGES, FOR ALL VERTICAL AND HORIZONTAL CORNERS AND EDGES,INCL PREPARATION OF SURFACE,CLEANING,CURING

COLLECTING,FIXING 30MM THICK GRANITE DADO OVER RCC/MASONRY STRUCTURES IN 10MM THICK CM 1:4,INCL FIXING,SCAFFOLDING,CUT-OUTS FOR ELECTRICAL OUTLETS,LIFT CALL BUTTONS,GROUT-FILLING JOINTS,CURING,POLISHING,WASHING WITH LIGHT ACID,GROOVES,ROUNDING

Page 33: Material Requirement

BOQ DESCRIPTION UNIT QUANTITY M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18

1.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

HSD YARD AND AT LOCATIONS SPECIFIED BY THE EIC cum 950.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 950.00

1.12 cum 50.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.00

1.13 sqm 16300.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16300.00

1.14 sqm 17500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17500.00

2.01 cum 80.00 M 0.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80.00

2.03 cum 1225.00 M 0.05 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 62.5 2 1223.00

2.04 cum 130.00 0.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130.00

2.05 cum 40.00 0.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 40.00

2.06 sqm 900.00 0.05 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 45 2 898.00

2.07 cum 30.00 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30.00

3.01 cum 11250.00 0.08 0 0 6 6 6 3 3 3 2 2 0 0 0 0 0 1 1 1 34 11216.00

CUM 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.02 cum 4765.00 0.08 0 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 357.375 12 4753.00

3.03 a cum 30010.00 0.08 0 0 0 8 8 8 8 8 8 8 8 8 8 8 8 0 0 0 2250.75 96 29914.00

3.03 b cum 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.03 c cum 1907.00 0.08 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 8 1899.00

3.04 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.04 a cum 2660.00 0.08 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 12 2648.00

3.04 b cum 450.00 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 450.00

3.05 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

3.05 a cum 3800.00 0.08 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 0 13 3787.00

ALL LEVELS cum 1405.00 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1405.00

3.10 cum 115.00 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115.00

3.12 RCC PARAPET WALLS USING M20 GRADE CONCRETE AT ALL LEVELS (USING RMC) cum 150.00 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150.00

3.16 0.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

C-3.1 FOR CONCRETE OF GRADE M35 cum 3800.00 0.08 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 0 0 10 3790.00C-3.2 FOR CONCRETE OF GRADE M40 cum 11250.00 0.08 0 0 0 0 0 0 3 3 3 3 4 4 4 4 4 3 0 0 35 11215.00C-3.3 FOR CONCRETE OF GRADE M45 cum 4765.00 0.08 0 0 0 0 0 0 1 1 1 2 2 2 2 2 2 2 0 0 17 4748.00C-3.4 FOR CONCRETE OF GRADE M50 cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

Mason Sub total 0 0 8 18 18 14 19 19 18 20 19 19 19 19 18 9 3 1

4.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.01 sqm 14887.00 0 0 21 21 21 21 8 8 8 8 0 0 0 0 2 2 2 2 124 14763.00

4.02 sqm 36580.00 0 0 17 25 25 25 25 25 25 25 25 25 25 25 7 7 0 0 306 36274.00

4.03 sqm 105000.00 0 0 38 67 67 67 67 67 67 67 67 63 63 63 58 58 0 0 879 104121.00

4.03.10 RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS sqm 5100.00 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 2 0 41 5059.00

4.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.04.01 sqm 28285.00 0 0 0 18 18 18 18 18 18 17 17 17 17 17 17 16 15 0 241 28044.00

4.04.02 sqm 4215.00 0 0 0 3 3 3 3 3 3 3 3 3 3 3 2 1 0 0 36 4179.00

4.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

4.05.01 sqm 25850.00 0 0 0 18 18 18 15 17 17 17 17 17 17 17 16 15 0 0 219 25631.00

ALL LEVELS sqm 6397.00 0 0 0 5 5 4 4 4 4 4 4 4 4 4 4 4 0 0 54 6343.004.07 RCC PARAPET WALLS AT ALL LEVELS sqm 1200.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 12 1188.00

carpenter 0 0 76 160 160 159 143 145 145 144 136 132 132 132 112 109 22 5

5.00 STEEL REINFORCEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

STEEL REINFORCEMENT MT 7175.00 0 0 50 52 48 50 48 45 48 53 48 49 50 45 50 52 30 0 718 6457.00

5.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

5.02.1 FOR Y32 MM DIA Nos 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

5.03 Nos 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

6.01 g b) MS HOLLOW PIPES MT 10.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00

6.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 1 M8 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 2 M10 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 3 M12 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 4 M16 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 5 M20 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.02 6 M24 Nos 100.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

BOQ CODE

SAND (APPROVED BY ENGINEER) FILLING BELOW FLOORS,SIDES OF FOUNDATION RETAINING WALL,TRENCHES,LIFT PITS,ELSE WHERE INCL WATERING,CONSOLIDATING USING PLATE VIBRATORS, CONSOLIDATING IN LAYERS NOT MORE THAN 50MM THICKNESS

SUPPLYING,FILLING WITH 80-20MM GRADED STONE AGGREGATE WITHOUT DUST AS SUB-BASE BELOW RAFT SLAB AT BASEMENT INCL BASE PREPARATION BY MECHANICAL COMPACTION,WATERING,PACKING,COMPACTING USING VIBROROLLER,CONSOLIDATING.COMPACTED THICKNESS WILL BE PAID

PROVIDING,LAYING 150MM THICK SOLING WITH SAND CUSHION OF 50MM THICK INCL COST,BASE PREPARATION BY MECHANICAL COMPACTION,USING GRANITE HAND BROKEN METAL/ RUBBLE AND SMALLER PEBBLES FOR VOID FILLING, MOORUM FOR BINDING,WATERING,PACKING,COMPACTION

SUPPLYING,DILUTING,INJECTING CHEMICAL EMULSION FOR PRE-CONSTRUCTIONAL ANTI-TERMITE TREATMENT,CREATING CHEMICAL BARRIER UNDER AND AROUND COLUMN PITS,WALL TRENCHES,BASEMENT EXCAVATION,PLINTH FILLING,JUNCTION,EXTERNAL PERIMETER,EXPANSION JOINTS

PROVIDING,LAYING PCC 1:4:8 CONCRETE USING 40MM DOWNSIZE AGGREGATES BELOW GRADE SLAB,RETAINING WALLS, SUMP TANKS, DRAINS, TRENCHES, D.G.FOUNDATIONS, HSD STORAGE TANKS,INCL BASE PREPARATION,COMPACTION,LEVELING,CURING,SHUTTERING

PROVIDING,LAYING M10 PCC (RMC) BELOW RAFT SLAB USING 20MM DOWNGRADED AGGREGATE IN LAYERS,COMPACTED INCL PUMPING,VIBRATION,SHUTTERING,CURING,BASE PREPARATION,BELOW GRADE SLAB,RETAINING WALL,SUMP TANKS,DRAINS,TRENCHES,D.G.FOUNDATION,HSD STORAGE TANKS

PROVIDING AND LAYING PCC 1:5:10 USING RIVER SAND, 20MM AND DOWNSIZE METAL AGGREGATES FOR BED IN STORM WATER DRAINGE INCL FINISHING TOP WITH 12MM THK CM 1:4 WITH BRUSH FINISH INCL BASE PREPARATION,COMPACTION,CURING,SHUTTERING

PROVIDING,LAYING PCC OF MIX 1:3:6 (1 CEMENT: 3 CLEANED,APPROVED SAND: 6 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FOR DPC,COPINGS,OTHER SUCH WORKS INCL FORMWORK,COMPACTION,CURING WITH ALL LEAD & LIFT FOR ALL MATERIALS & LABOUR

PROVIDING,LAYING 50 MM THICK PCC 1:2:4 USING RIVER SAND, 20MM DOWNSIZE METAL AGGREGATES OVER CINDER FILLING FOR SUNKEN AREAS, INCL BASE PREPARATION,COMPACTION, CURING, SHUTTERING,INCL WATER PROOFING COMPOUND

PROVIDING, CASTING, SUPPLYING AND LAYING PRECAST CONCRETE MEMBERS LIKE LINTELS, MANHOLE FRAMES AND COVERS, SHELVES, ETC. IN M20 CONCRETE USING APPROVED SAND, 20MM AND DOWNSIZE METAL INCL COST OF SHUTTERING MOULD, WITH CURING

RCC FOR FOUNDATION M30 GRADE CONCRETE AT ALL LEVELS FOR BASE SLAB, RAFT SLAB, FOOTINGS, PEDESTALS , CABLE TRENCH, STORM WATER DRAINS, HSD YARD, BASE SLAB AND TOP SLAB FOR TANKS (UGT, OHT, STP, STORM WATER COLLECTION SUMP), BOUNDARY WALLS (USING RMC)

RCC FOR COLUMNS AND PEDESTALS OF ALL SHAPES AND SIZES USING M30 GRADE AT ALL LEVELS (USING RMC)

FLAT SLABS INCLUDING DROP PANELS, SUSPENDED FLOOR SLABS, SUNKEN SLABS, CANTILEVER SLABS, RAMP SLAB, CHEJJAS, CILLS, BALCONIES, SLOPE SLABS AND FOR CANOPIESAT ALL LEVELS (USING RMC)

WAFFLE SLAB OF SIZE, 900 X 900 X (375+125), 200/300 RIBS AT ALL LEVELS (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED AT ALL LEVELS (USING RMC)

RCC M30 GRADE OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS. (USING RMC)

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS (USING RMC)

RCC M30 GRADE FOR RETAINING WALLS/BOUNDARY WALL/ CORE WALLS OF ALL THICKNESS AT ALL LEVELS. IF ANY WATER LEAKAGE IS FOUND THE SAME HAS TO BE RECTIFIED WITH PROPER GROUTING OR ANY OTHER APPROVED METHOD.(USING RMC)

RCC FOR RETAINING WALLS AT ALL LEVELS INCLUDING MLCP CORE WALLS, LIFT CORE WALL, ALL WATER TANK WALLS, STP AT ALL HEIGHTS AND AT LOCATIONS SPECIFIED (USING RMC)

PROVIDING AND LAYING M20 CONTROLLED CONCRETE USING 20MM AND DOWN SIZE AGGREGATE FOR MACHINE FOUNDATIONS OF ALL SIZES AS PER VENDORS DETAILS AT ALL LEVELS. (USING RMC)

EXTRA IN RCC ITEMS FOR PROVIDING & LAYING READY MIX CONCRETE OF FOLLOWING GRADES, IN PLACE OF M30 GRADE CONCRETE, BY PUMPING, FOR RCC WORKS INCLUDING THE COST OF ADMIXTURES, MICROSILICA AT ALL HEIGHTS & LOCATIONS.

SHUTTERING:PROVIDING,FABRICATING,ERECTING FORM WORK PLACES TO GENTLE SLOPE,STAGING FOR CASTING FLOORS,ROOF PROJECTIONS PROFILED FORMWORK INCL STRIKING WITH MARINE RESISTANT WATERPROOF PLY/MS PLATES WITH STEEL PROPS,STAGING SYSTEM,BRACING

FOR FOUNDATIONS,FOOTINGS, RAFT,MACHINE FOUNDATIONS,CABLE TRENCH INCLUDING BASE SLAB, STORM WATER DRAIN INCLUDING BASE SLAB, HSD YARD, SUMP INCLUDING BASE SLAB, WALLS, TOP SLAB, HSD YARD WORKS BOUNDARY WALL AND AT LOCATIONS SPECIFIED AT ALL LEVELS.

COLUMNS, PEDESTALS, PILLARS, PIERS, ABUTMENTS, POSTS & STRUTS OF ALL SHAPES AND SIZES AT ALL LEVELS

PROVIDING,ERECTING FORMWORK FOR RCC SLABS,FLAT SLABS,SLOPING SLABS,SUSPENDED FLOOR SLABS, SUNKEN SLABS CANOPIES, BALCONIES,CHAJJAS,LOFTS,CILLS,STAIRCASE LANDING SLABS WITH MS SHEETS,PROPS,SPANS,ETC; INCL SCAFFOLDING, RELEASING,REMOVING THE FORMWORK

RCC LINTELS AND BEAMS OF ALL SHAPES AND SIZES AS PER DRAWINGS AT ALL LEVELS.

BEAMS, RAKER BEAMS, LINTELS ETC., OF ALL SHAPES AND SIZES AT ALL LEVELS AND LEADS.

RAMPS AND LIKE, INCLUDING STRAIGHT, CIRCULAR OR CURVED, UPSTAND AND DOWNSTAND, OF ALL SHAPES AND SIZES AT ALL LEVELS.

WALLS OF (ANY THICKNESS) INCLUDING ATTACHED PLASTER, BUTTRESSES, PLINTH AND STRING COURSES ETC AT ALL LEVELS..

RETAINING WALL AT ALL LEVELS INCLUDING LIFT CORE WALLS, MLCP CORE WALLS, WATER TANK WALLS, STP

COLLECTING,FABRICATING,FIXING MS BARS/HYSD(TOR STEEL) OF ALL DIA IN RCC IN SITU WORKS INCL FLOORING PRECAST WORKS,INCL STRAITENING,CUTTING,BENDING,TYING,COVER BLOCKS,DEWATERING.STEEL FREE SUPPLY.

PROVIDING,FIXING MECHANICAL SPLICING USING THREADED COUPLER TO REINFORCEMENT USING HIGH YIELD STRENGTH STANDARD COUPLERS TO JOIN RIBBED BEARING BARS MACHINE CUT END TO END,INCL SUPPLY OF THREADED COUPLERS,REDUCING DIAMETERS,TRANSPORTATION,COUPLING

PROVIDING,FIXING REINFORCEMENT STEEL UPTO 12MM DIA,INCL DRILLING OF HOLES,FIXING,ROD USING LOCKSET COMPOUND,STEEL FREE SUPPLY,THE SAME WILL NOT BE PAID IF THE DOWELLS ARE NOT PROVIDED BY NEGLIGENCE OF THE CONTRACTOR EVEN AFTER SHOWING IN DRAWINGS

PROVIDING,FIXING MECHANICAL BOLTS, METHOD OF FIXING,DEPTH OF INSERTION,YIELD STRENGTH,TENSILE STRENGTH,RECOMMENDED BENDING MOMENT SHOULD BE AS PER MANUFACTURER'S SPECIFICATION AND DESIGNER'S RECOMMENDATION. (DEPTH OF INSERTION 150MM TO 200MM)

Page 34: Material Requirement

MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

6.04 Kgs 1000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1000.00

MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.03 Sqm 4500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4500.00

7.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 a SUMP TANK sqm 1500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 b STP sqm 350.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 350.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.07 c OVER HEAD TANK sqm 500.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

7.09 SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SQM 0 0.00

SQM 0 0.009.00 MASONRY 0 0.00

9.01 sqm 60837.00 12.50 0 0 0 0 0 0 0 43 43 41 42 49 40 47 50 50 0 0 760462.5 405 60432.00

9.02 sqm 500.00 12.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 3.3333333333 496.67

9.03 sqm 1150.00 12.50 0 0 0 0 0 0 0.3333333 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 0.6666667 7.6666666667 1142.33

9.04 cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.05 sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.06 a) FOR 450MM/600MM WIDTH cum 629.00 0 0 0 0 0 0 0 0 0 0 0 0.5666667 0.5666667 0.5933333 0.6 0.6 0.6 0.6666667 4.1933333333 624.81

9.07 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

9.08 Sqm 13.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13.80

Masons for Planstering 0 0 0 0 0 0 0.3333333 43.666667 43.666667 41.666667 42.666667 50.233333 41.233333 48.926667 51.933333 51.933333 1.9333333 2

10.00 PLASTERING WORKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.01 sqm 5691.00 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 1 0 19 5672.00

10.02 Sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.03 sqm 135196.00 0 0 0 0 0 0 0 50 50 50 47 47 43 53 50 61 0 0 451 134745.00

10.04 sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.05 sqm 4274.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5 6 14 4260.00

10.06 sqm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

10.07 sqm 4442.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 5 14 4428.00

10.08 sqm 19992.00 0 0 0 0 0 0 0 0 0 0 0 0 0 7 13 13 17 17 67 19925.00

10.09 sqm 2929.00 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 2 2 2 11 2918.00

10.12 sqm 2000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2000.00

Mason for plastering work 0 0 0 0 0 0 0 52 52 52 49 49 46 64 70 84 28 30

11.00 FLOORING WORK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

BASEMENT/MLCP/RAMP cum 3230.00 0 0 0 0 0 0 0 0 0 0 0 0 1.5333333 4 4 4 4 4 21.533333333 3208.47SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.06 sqm 4217.00 0 0 0 0 0 0 0 0 0 0 0 0 4.2466667 4.6666667 4.8 4.8 4.8 4.8 28.113333333 4188.89

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00MT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.07 sqm 12051.00 0 0 0 0 0 0 0 0 0 0 0 0 13.333333 13.333333 13.333333 13.333333 12.666667 14.34 80.34 11970.66

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.08 rmt 4122.00 0 0 0 0 0 0 0 0 0 0 0 0 4.3333333 4.3333333 4.3333333 4.48 5 5 27.48 4094.52

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.09 sqm 40.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0866667 0.0866667 0.0933333 0.2666666667 39.73

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.10 sqm 6802.00 0 0 0 0 0 0 0 0 0 0 0 0 7.3333333 8 8 8 7.3466667 6.6666667 45.346666667 6756.65

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.11 sqm 3073.00 0 0 0 0 0 0 0 0 0 0 0 0 3.3333333 3.3333333 3.4866667 3.5 3.5 3.3333333 20.486666667 3052.51

SUPPLYING, FABRICATING AND FIXING MS FOUNDATION BOLTS OF ANY DIAMETER INCLUDING THREADING, NUTS, WASHERS ETC. THE RATE TO BE INCLUSIVE OF ERECTING THE BOLTS IN POSITION DURING CONCRETING.

PROVIDING AND LAYING M20 GRADE SCREED CONCRETE OF AVERAGE 75MM THICKNESS LAID TO SLOPE/GRADIENT ON TOP OF WATERPROOFING TREATMENT INCL CURING,CLEANING,SHUTTERING,BRUSHING THE SURFACE(USING RMC - CEMENT SHALL NOT BE SUPPLIED FREE OF COST)

PROVIDING WATER PROOF PLASTER WITH CM 1:3, 20MM THICK FINISHED SMOOTH WITH A FLOATING COAT OF CEMENT MIXED THOROUGHLY WITH APPROVED BRAND AND QUALITY WATER PROOFING COMPOUND AT 2% BY WEIGHT OF CEMENT,INCL SCAFFOLDING ETC COMPLETE.

WATER PROOFING AROUND A/C DUCTS & OTHER SPECIFIED AREAS INCL SURFACE PREPARATION,BRUSH APPLICATION,THE APPLICATION OF WATERPROOFING TREATMENT ON BOTH HORIZONTAL AND VERTICAL SURFACE WITH PENETRON SEAL COAT,PLAN AREA OF TREATED SURFACE WILL BE PAID

PROVIDING,CONSTRUCTING 200MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STAGING,LEADS AND LIFTS (HEIGHT OF MASONRY PER DAY SHOULD NOT EXCEED 1.2MTRS)

PROVIDING,CONSTRUCTING 100MM THICK SOLID BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:4 INCL CURING,STEEL SCAFFOLDING,STEEL STAGING,M15 CONCRETE BAND 75MM THICK. WITH TOR 8 BARS AT EVERY FIFTH COURSE WITH M15 GRADE CONCRETE

PROVIDING,CONSTRUCTING 150MM THICK SOLID CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES IN CEMENT MORTAR 1:6 INCL RAKING OF JOINTS,CURING,STEEL SCAFFOLDING,STEEL STAGING, ALL LEADS AND LIFTS

PROVIDING AND CONSTRUCTING 230MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:6 WITH NECESSARY SCAFFOLDING, STAGING, CURING, ETC., COMPLETE WITH ALL LEAD AND LIFT

PROVIDING AND CONSTRUCTING 115MM THICK BRICK WALLS USING APPROVED FIRST QUALITY TABLE MOULDED BRICKS IN CM 1:4 WITH NECESSARY SCAFFOLDING, STAGING, CURING, PROVIDING M15 GRADE CONCRETE, 2 NOS 6MM MS RODS AT EVERY 5TH COURSE

PROVIDING,CONSTRUCTING SIZE STONE MASONRY IN CM 1:6 FOR FOUNDATION,SUPERSTRUCTURE IN COURSES MIN 150MM HIGH WITH BOND STONES INCL CHISEL DRESSING,INTERSTICES FILLED WITH SMALL SIZE BOULDERS,CEMENT MORTAR FILLING,RAKING OF JOINTS,CURING

PROVIDING,CONSTRUCTING 200MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PROVIDING,CONSTRUCTING 150MM THICK HOLLOW CONCRETE BLOCK WORK IN WALLS,PIERS,ARCHITECTURAL FEATURES OF ALL PROFILES AT ALL LEVELS IN CEMENT MORTAR 1:6 INCLUDING RAKING OF JOINTS,CURING, STEEL SCAFFOLDING, STAGING, LEADS AND LIFTS

PREPARE THE SURFACE AND PLASTER THE CEILING, SOFFIT OF STAIRCASE ETC., IN CEMENT MORTAR 1:4, 12 MM THICK WITH SMOOTH FINISH TO LINE AND LEVEL AT ALL LEVELS INCLUDING LEAD AND LIFT OF MATERIALS, WITH NECESSARY SCAFFOLDING , CURING , ETC., COMPLETE.

SPECIFICATION AND SCOPE OF WORK SAME AS ITEM ABOVE BUT WITH LIME RENDERING.

15MM THICK 1:6 PLASTER ON INTERNAL RCC/MASONRY SURFACE,WALLS,INCL SURFACE PREPARATION,FINISHING,LIME RENDERING,ROUNDING OF CORNERS,SCAFFOLDING,CURING,HYDRATING,FIXING MESH,CORNER BEAD AT COLUMN CORNERS,WALL CORNERS,JUNCTIONS WITH GALVANISED NAILS

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR RCC WALLS.

PROVIDING ROUGH PLASTERING FOR DADO BACKING IN CM 1:6 12MM THICK FOR FIXING TILES,GRANITE SLABS,MARBLE,INCL ROUGH FINISHING TO LINE AND PLUMB,SCAFFOLDING,CURING,LEAD AND LIFTS,FOR WALLS INCL SCARIFYING THE SURFACE TO RECEIVE THE TILES.

PROVIDING SPONGE FINISH PLASTERING 12MM THICK IN CM 1:6 ON WALLS AT ALL LEVELS & LIFTS, INCLUDING FINISHING TO LINE AND PLUMB, COST OF SCAFFOLDING, CURING, ETC., COMPLETE, WITH ALL LEADS AND LIFTS(IN DUCTS , SHAFTS & LIFT CABINS)

SAME AS ABOVE ITEM BUT WITH WATER PROOFING COMPOUND (USING APPROVED WATERPROOFING COMPOUND ADDED AS PER MANUFACTURERS INSTRUCTIONS) FOR PHE SHAFTS

PROVIDING 1:4 PLASTER TO EXTERNAL WALLS,COLUMNS, ETC APPLIED IN 2 COATS,1ST COAT OF 12MM THICK,2ND COAT OF 6MM WITH WATER PROOF COMPOUND,AS PER TEXTURE,SCAFFOLDING,CURING,INCL FORMING OF DRIP MOULDS,ARCHITECTURAL GROOVES

PROVIDING 12MM THK EXTERNAL PLASTER FOR COMPOUND WALL,COLUMNS IN CEMENT MORTAR 1:4 FINISHED,INCL ALL LEADS, LIFTS, SCAFFOLDING AND CURING COMPLETE. THE RATE IS INCLUSIVE OF FORMING OF DRIP MOULDS & ARCHITECTURAL GROOVES

REPAIRING AND MAKING GOOD OPENINGS WITH CONSTRUCTION USING CEMENT BLOCKS/LATERITE, DONE BY OTHER AGENCIES BY USING GI PLASTER MESH ON BOTH SIDES,INCL PLASTERING THE MASONRY ON BOTH SIDES IN CM 1:4 INCL FINISHING,SCAFFOLDING,CURING

PROVIDING,LAYING M20 READY MIX RCC FOR FLOORING USING 20MM MACHINE CRUSHED HARDSTONE AGGREGATE INCL WEIGH BATCHING,MECHANICAL MIXING,TRANSPORTING,PLACING,SAND FINISHING WITH MECHANICAL TROWELING,INCL PROVIDING SERRATED FINISH,GROOVES(USING RMC)

PROVIDING,LAYING M20 CONTROLLED RMC IN 50MM THICK IPS FLOORING LAID IN MAX 2.5 SQM PANELS FOR STAIRCASE STEPS, WITH 1:1 CEMENT SAND MORTAR 12MM THICK,CEMENT SLURRY 2.2KG/SQM FLOORING,LEVELLING,MAKING OF GROOVES,SETTING,CURING,PROTECTION(USING RMC)

COLLECTING,FIXING,LAYING FLOORING UPTO 30MM THICK MACHINED-EDGE ENGINEERED STONE OF PRECISE SIZE USING CEMENT SLURRY OVER 20MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL LABOUR,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION,REMOVAL,CLEANUP

COLLECTING,FIXING,LAYING SKIRTING 100MM HIGH WITH UPTO 30MM THICK ENGINEERED STONE USING CEMENT SLURRY OVER 20 MM 1:4 CEMENT MORTAR BED,JOINT-GROUTING INCL LABOUR,LEAD,LIFT CHARGES,TOOLS,TACKLES,HANDLING CHARGES,POLISHING,PROTECTION TILL HANDOVER

COLLECTING,CUTTING,LAYING USING STEEL GREY GRANITE FLOORING INSIDE LIFT CABIN OVER EPOXY ADHESIVE,FINISHED NEAT WITH PIGMENTED WHITE CEMENT INCL POLISHING,WASHING WITH LIGHT ACID,SLABS SHALL HAVE THE EDGES MACHINE CUT TO PRECISE SIZE(IN LIFT CABINS)

COLLECTING,CUTTING,LAYING USING ANTISKID CERAMIC TILE FLOORING IN CEMENT SLURRY OVER 20MM THICK 1:4 CEMENT MORTAR BED,JOINT-GROUTING,INCL COST OF GROUT, WHITE CEMENT, CURING, ACID WASH & PROTECTION TILL HAND-OVER. (TOILET FLOORING)

COLLECTING,FIXING DADO OVER EXISTING WALL USING CERAMIC TILE SET IN CM 1:4 10MM THICK CEMENT BACKING INCL MAKING CUT-OUTS,FILLING JOINTS WITH GROUT,CURING,INCL ACID WASH,PROTECTION TILL HANDOVER, REMOVAL AND CLEAN UP ETC., COMPLETE.(TOILET WALLS)

Page 35: Material Requirement

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.12 sqm 11000.00 0 0 0 0 0 0 0 0 0 0 0 0 12 12 12 13.333333 12 12 73.333333333 10926.67

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.13 rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.14 sqm 1455.00 0 0 0 0 0 0 0 0 0 0 0 1.4666667 1.4666667 1.4666667 1.4666667 1.4666667 1.4666667 0.9 9.7 1445.30

SQM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.15 rmt 6527.00 0 0 0 0 0 0 0 0 0 0 0 6.6666667 6.6666667 6.18 6 6 6 6 43.513333333 6483.49

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.16 rmt 6976.00 0 0 0 0 0 0 0 0 0 0 0 0 0 9.3333333 9.3333333 9.3333333 10.506667 8 46.506666667 6929.49

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.17 rmt 6899.00 0 0 0 0 0 0 0 0 0 0 0 0 6.6666667 8.3333333 6.66 8 8.3333333 8 45.993333333 6853.01

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.18 rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.19 rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

RM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00

11.20 sqm 283.00 0 0 0 0 0 0 0 0 0 0 0 0 0.3333333 0.3333333 0.3333333 0.3333333 0.3333333 0.22 1.8866666667 281.11

Flooring mason 0 0 0 0 0 0 0 0 0 0 0 8 61 75 74 77 76

Total SQM 0 0 218 408 404 396 372.66667 564.33333 565.33333 568.33333 541.33333 557.6 587.71333 648.16667 627.61333 636.53333 215.90667 149.35333 7460.8866667 -7460.89

COLLECTING,LAYING TERRACOTTA TILE FLOORING OVER WATERPROOF CEMENT MORTAR 1:4 ON ROOF BALCONIES,TO DRAIN WATER TO THE OUTLETS INCL GROUTING JOINTS,REMOVING EXCESS SLURRY,CLEANING SURFACE,CURING,PROTECTION,ACID WASHING(ABOVE TERRACE)

COLLECTING,LAYING 100MM HIGH TERRACOTTA TILE SKIRTING,WITH PAPER THIN JOINT,IN 20MM 1:4 CEMENT MORTAR,ROUGHENED CEMENT SLURRY,POINTING OF JOINTS,INCL CHASING WALL,MAKING GOOD THE CHASED SURFACE USING CM 1:4,CURING,ACID WASHING,MAKING GROOVE

COLLECTING,CUTTING,LAYING UPTO 30MM THK KOTA SLAB FLOORING SET OVER 20MM THK 1:4 CEMENT MORTAR BED,JOINTS IN THE FLOORING TO BE FILLED WITH CEMENT BASED GROUT,INCL WAX POLISH,CURING,PROTECTION TILL HAND-OVER,REMOVAL,CLEAN UP(STAIRCASE AREA)

COLLECTING,FIXING STAIRCASE TREADS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE RISERS OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN 20MM THK CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE SKIRTING(100MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

COLLECTING,FIXING STAIRCASE COPING(260MM HIGH) OF MACHINED-EDGE 30MM THICK KOTA STONE SLAB CUT TO PRECISE SIZE IN CM 1:6,ROUND-FRONT-EDGE POLISHED TO GLOSS WITH 3 NOS GROOVES AS GRIP MOULD. JOINTS TO BE GROUTED INCL PROTECTION(SERVICE STAIRCASE)

PROVIDING,FIXING PVC INTERNAL/EXTERNAL ROUND EDGE TILE BEADING MADE OUT OF PVCU AND PVC CO-EXTRUSION AS PROTECTOR FOR TILES INNER CORNERS,EXTERNAL EDGES, FOR ALL VERTICAL AND HORIZONTAL CORNERS AND EDGES,INCL PREPARATION OF SURFACE,CLEANING,CURING

COLLECTING,FIXING 30MM THICK GRANITE DADO OVER RCC/MASONRY STRUCTURES IN 10MM THICK CM 1:4,INCL FIXING,SCAFFOLDING,CUT-OUTS FOR ELECTRICAL OUTLETS,LIFT CALL BUTTONS,GROUT-FILLING JOINTS,CURING,POLISHING,WASHING WITH LIGHT ACID,GROOVES,ROUNDING

Page 36: Material Requirement

5.208333