Civil works for the expansion of International Terminal T3

Amount

Laying and Jointing PVC Pipe. Heading

SH :-1.0 EARTHWORK Clearing the site/areas of shrubs, vegetation, grass, trees and saplings of girth upto 30 cm (measured at 1 m height from ground level) including removal of roots to a minimum depth of 60 cm and disposal of rubbish upto a distance of 5Km outside the periphery of the area cleared etc.complete as directed by Engineer-in-Charge.

Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,dewatering, lift upto 1.5m and all leads , including getting out the excavated soil ,and disposal of surplus excavated soil outside the periphery of the area up to 5km as directed, by the Engineer-in-Charge. All kinds of soil

Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,dewatering, lift upto 1.5m and all leads , including getting out the excavated soil ,and disposal of surplus excavated soil outside the periphery of the area up to 5km as directed, by the Engineer-in-Charge for lift of 1.5m to 3.00m - All kinds of soil.

Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,dewatering, lift upto 1.5m and all leads , including getting out the excavated soil ,and disposal of surplus excavated soil outside the periphery of the area up to 5km as directed, by the Engineer-in-Charge for lift of 3.00m to 4.50m -All kinds of soil.

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,dewatering,lift upto 1.5 m and all leads;disposal of earth outside the periphery of the area up to 5km , disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge. All kinds of soil.

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,dewatering,lift upto 1.5 m and all leads;disposal of earth outside the periphery of the area up to 5km , disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge-Ordinary rock

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,dewatering , all leads;disposal of earth outside the periphery of the area up to 5km , disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge for lift of 1.5m to 3.00m- All kinds of soil

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,dewatering , all leads;disposal of earth outside the periphery of the area up to 5km , disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge for lift of 1.5m to 3.00m -Ordinary Rock

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,dewatering , all leads;disposal of earth outside the periphery of the area up to 5km , disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge for lift of 3.00m to 4.50m - All kinds of soil

Earth work in excavation by Hydraulic excavator/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, all leads and lift upto 1.5 m;disposal of earth outside the periphery of the area up to 5km, disposed earth to be levelled and neatly dressed, as directed by the Engineer- in-Charge but for every additional lift of 3.00m to 4.50m or part there of : Ordinary rock

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,dewatering , all leads;disposal of earth outside the periphery of the area up to 5km, disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge for lift of 4.5m to 6.0 m- All kinds of soil

Earth work in excavation by Hydraulic excavator/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, all leads and lift upto 1.5 m;disposal of earth outside the periphery of the area up to 5km, disposed earth to be levelled and neatly dressed, as directed by the Engineer- in-Charge but for every additional lift of 4.5m to 6.0 m or part there of : Ordinary rock

Filling in plinth or trenches, under floors, foundations, in areas etc with red earth including watering, ramming consolidating and dressing, cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge

Filling in plinth,or trenches, under floors, in areas with crusher sand including watering, ramming, consolidating and dressing cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge

Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides of foundation,in areas etc. in layers not exceeding 20cm in depth,consoldating each deposited layer by ramming and watering,lead upto 50m and lift upto 1.5m including cost and conveyance of all materials,labour charges, etc complete at all levels as directed by the Engineer-in-Charge

Disposal of Excavated earth/debris,and other unservicable materials by mechanical means upto a distance of 5 kms as directed by the Engineer-in-Charge.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) complete as directed by Engineer-in Charge.

Providing and applying Antitermite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate 0.075% for pre-constructional treatment and creating a chemical barrier as per IS 6313 (Part II) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in-charge. (Plinth area only to be measured for the payment )

SH: - 2 - PILE WORK Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-35 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine or using Hydraulic rig all complete with suitable type of chisel etc including removal of excavated earth,disposal of slurry with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Pile shall be socketed atleast one time diameter into hard rock as specified in the drawing and as per the technical specification. Minimum cement content shall be 420kg/cum- 600mm dia

Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-35 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine or using Hydraulic rig all complete with suitable type of chisel etc including removal of excavated earth,disposal of slurry with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Pile shall be socketed atleast one time diameter into hard rock as specified in the drawing and as per the technical specification. Minimum cement content shall be 420kg/cum - 750 mm dia

Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-35 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine or using Hydraulic rig all complete with suitable type of chisel etc including removal of excavated earth,disposal of slurry with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Pile shall be socketed atleast one time diameter into hard rock as specified in the drawing and as per the technical specification. Minimum cement content shall be 420kg/cum - 1000 mm dia

Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.Initial test (Initial Test Load 2.5 times and Routine Test Load 1.5 times the Safe load capacity)- Routine test for 600mm dia (Safe load capacity 90T)

Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.Initial test (Initial Test Load 2.5 times and Routine Test Load 1.5 times the Safe load capacity)- Initial test for 750mm dia (safe load capacity- 220T)

Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.Initial test (Initial Test Load 2.5 times and Routine Test Load 1.5 times the Safe load capacity)- Initial test for 1000mm dia (Safe load capacity 392T )

Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.Initial test (Initial Test Load 2.5 times and Routine Test Load 1.5 times the Safe load capacity)- Routine test for 750mm dia (safe load capacity- 220T)

Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.Initial test (Initial Test Load 2.5 times and Routine Test Load 1.5 times the Safe load capacity)- Routine test for 1000mm dia (Safe load capacity 392T )

Conducting initial High Strain Dynamic Testing on concrete bored cast in situ piles of 750mm & 1000mm diameter having 16-21m depth, provision of 4.6T/12.0T hammer, steel helmet, plywood cushion and guide frame for testing including mobilization, data analysis & submission of report - 600mm dia

Conducting initial High Strain Dynamic Testing on concrete bored cast in situ piles of 750mm & 1000mm diameter having 16-21m depth, provision of 4.6T/12.0T hammer, steel helmet, plywood cushion and guide frame for testing including mobilization, data analysis & submission of report - 750mm dia

Conducting initial High Strain Dynamic Testing on concrete bored cast in situ piles of 750mm & 1000mm diameter having 16-21m depth, provision of 4.6T/12.0T hammer, steel helmet, plywood cushion and guide frame for testing including mobilization, data analysis & submission of report - 1000mm dia

SH: - 3.0 - CONCRETE WORK Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete for all work up to plinth levels as directed by Engineer- in-charge. 1:4:8 (1Cement :4 coarse conforming to IS383: 8 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete for all work up to plinth levels as directed by Engineer- in-charge. 1:2:4 (1 Cement : 2 coarse sand conforming to IS 383 : 4 graded stone aggregate 20mm nominal size)

Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete for all work up to plinth levels as directed by Engineer- in-charge. For screed concrete 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 6mm nominal size)

Extra for providing and mixing water proofing liquid in cement concrete work, masonry work, plastering etc in the proportion recommended by the manufacturers

Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2coarse sand : 4 graded stone aggregate of 20mm nominal size) including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge

Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp -proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge

SH: - 4.0 - R.C.C. WORK Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for compound wall etc Minimum cement content is 400Kg/m3. All work upto plinth level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for trenches, drain,holding tanks etc Minimum cement content is 410Kg/m3. All work upto plinth level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-50 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportionof 0.5%of weight of cement (as per IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for foundations, footings,pile cap, plinth beams,column up to plinth level etc Minimum cement content is 450Kg/m3. All work upto plinth level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-50 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion 0.5%of weight of cement(as per IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for columns above plinth level up to floor V level. Minimum cement content is 450Kg/m3.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-50 grade (with fair faced finish) conforming to IS 456 or IS 10262 using manufafactured sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones, for post tensioning and RCC beams, slabs etc including the watering, curing etc. complete, but excluding the cost and labour of reinfocement centering, shuttering,etc, The rate includes cost, conveyance lead, lift of all materials, labour, admixture at 2.7Kg/m3 of approved brand and quality as per design mix, secondary fiber reinforcement at 125gram/50Kg cement, complete as per approved drawing and technical specification or as directed by the Engineer-in-Charge. Minimum cement content is 450kg/m3.

Design, material, supply and execution of post tensioning works to all floors including decoiling the strands, cutting to the required lengths, supplying and laying of HT strands, sheathing (GI corrugated ducts 80mmx20mm, 0.30mm thick jointing with couplers and inserting the strands, profiling, fixing live end anchorages including the supply of stressing anchorages suitable for 5-5 and 5-4 Tendons, grout vents, making dead end anchorages including flowering the strands, fixing Tendon support bars, supervising the fixing of anti brusting reinforcement, stressing the cables, end trimming grouting the cables with cement and admixtures with required plant and machineries, tools and tackles, consumables etc. including cost and conveyance of all materials, labour charges, approved drawing and technical specification as directed by the Engineer-in-Charge.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements, using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones,excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for slabs, beams, stairs,vertical walls,sunshades,lintel etc Minimum cement content is 410Kg/m3. All work upto floor V level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for compoundwall,small structures, etc .Minimum cement content is 400Kg/m3. All work upto floor V level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-20 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement(as per IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for foundation of compound wall etc Minimum cement content is 360Kg/m3. All work upto plinth level.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-20 grade conforming to IS 456 or IS 10262 for reinforced cement concrete structural elements,using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite groken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement(as per IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge for column,belt of compound wall etc Minimum cement content is 360Kg/m3. All work upto floor V level

Providing ,hoisting and fixing upto plinth level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, slabs,brackets etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand conforming to IS383), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete as per direction of Engineer-in-charge.but excluding the cost of reinforcement with design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262.for trench,manhole cover etc

Providing and placing reinforcement for RCC work including straightening, cutting, bending, placing in position and binding with 16 gauge GI binding wire etc complete including cost, conveyance, lead, lift of all materials for all types of RCC works up to plinth level as per drawing/specification and as directed by Engineer-in-charge . Thermo-Mechanically Treated bars

Providing and placing reinforcement for RCC work including straightening, cutting, bending, placing in position and binding with 16 gauge GI binding wire etc complete including cost, conveyance, lead, lift of all materials for all types of RCC works above plinth level as per drawing/specification and as directed by Engineer-in-charge . Thermo-Mechanically Treated bars

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Foundations, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Plinth beams, girders, bressumers etc

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Columns, Pillars, Piers, Abutments, Posts and Struts up to plinth level

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Walls of (any thickness)including attached pilasters butteresses plinth and string course etc

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Foundations, footings, bases of columns etc. for mass concrete.Extra for shuttering in circular work

Centering and shuttering including strutting, propping etc. and removal of form for :Up to Plinth level Walls of (any thickness)including attached pilasters butteresses plinth and string course etc.-Extra for shuttering in circular work (20% of respective centering and shuttering items)

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Vertical and horizontal fins individually or forming box louvers band,facias, and eaves board

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Stairs, (excluding landings) except spiral staircases.

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Edges of slab and breaks in floors and walls under 20 cms wide

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Edges of slab and breaks in floors and walls above 20 cms wide

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Weather shade, Chajjas, corbels etc., including edges.

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Cornices and mouldings

Centering and shuttering including strutting, propping etc. and removal of form for :Above Plinth level Walls of (any thickness)including attached pilasters butteresses plinth and string course etc

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding

Extra for additional height in centering, shuttering where ever required with adequate bracing propping, etc. including cost of deshuttering and decentering at all levels ,over a height of 3.5 m for every additional height of 1m or part there of (plan area to be measured)

Extra rate for PCC/RCC in or under water and or liquid mud,including pumping out water and removing and as directed by the Engineer-in-Charge.( The quantity will be slush etc as requiredcalculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the RCC Under subsoil water with the quantity of RCC in cubic meter executed under subsoil water.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. No extra payment shall be made for placing reinforcement or centering and shuttering under sub- soil water conditions)

Extra for RCC/BMC/RMC. Work above floorV level for each four floors or part therof

SH: - 5.0 - MASONRY WORK Providing and constructing Solid concrete block masonry M-10 grade (mix1:3:6) (1 cement: 3 crusher sand, 6 6mm metal) in C.M1:6(1cement, 6 coarse sand) with Solid blocks of 30x20x15 cm size and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete for all types of masonry works below the highest plinth level as directed by Engineer-in-charge.

Extra rate for block masonry and RR masonry in or under water and or liquid mud,including pumping out water and removing slush etc as required and as directed by the Engineer-in-Charge (The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the brick work Under subsoil water with the quantity of brick work in cubic meter executed under subsoil water.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.)

Providing and constructing Solid concrete block masonry M-10 grade (mix1:3:6) (1 cement: 3 crusher sand(conforming to IS 383) :6 6mm metal) in C.M1:6(1cement, 6 coarse sand) with Solid blocks of 30x20x15 cm size and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete for all types of masonry works in super structure above the highest plinth level as directed by Engineer-in-charge at all levels.

Providing and constructing Solid concrete block masonry M-10 grade (mix1:3:6) (1 cement: 3 crusher sand(conforming to IS 383) :6 6mm metal) in C.M1:6(1cement, 6 coarse sand) with Solid blocks of 30x20x15 cm size and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete for all types of masonry works in super structure above 15m level as directed by Engineer-in-charge at all levels.

Providing and constructing Solid concrete block masonry M-10 grade (mix1:3:6) (1 cement: 3 crusher sand, 6 6mm metal) in C.M1:6(1cement, 6 coarse sand) with Solid blocks of 40x20x10 cm size and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete for all types of masonry works above the highest plinth level as directed by Engineer-in-charge.

Extra for providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of single block masonry at all levels including cost and conveyance of MS bars, labour charges, etc complete as directed by Engineer-in-charge at all levels.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand (conforming to IS 383) : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 (1 cement : 6 coarse sand (conforming to IS 383))including raking out of joints,filling the joints /hollows with suitable sizes of split stones,filling the joints clearly, curing,cost and conveyance of all materials, labour charges, cost of bond stone (should be provided at every 0.5 sqm of face area) , lead, lift etc. complete as directed by Engineer-in-Charge at all levels.

Dry stone packing with soling stone of size 150 to 75 mm brokenstone and blinding materials, including hand packing and wedging them tightly so that the whole is formed as a solid mass, spreading blinding material in 12mm thick layers and sweeping the same to fill the voids,watering profusely and consolidating with hand rammer/ plate vibrator etc complete as per the direction of Engineer -in - Charge including cost and conveyance of all materials, labour charges, etc complete.

SH: - 6.0 - STEEL WORK Providing and fixing Structural steel work in single sections,fixed with or without connecting plate including cutting, hoisting, fixing in position and applying two or more coats of synthetic enamel paint over two coats of anticorrossive Yellow zinc chromate primer including cost and conveyance of all materials,labour charges ,lead,lift etc complete as directed by Engineer-in-Charge at all levels.

Providing and fixing Structural steel work welded in built up sections,trussess and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer including cost and conveyance of all materials,labour charges ,lead,lift etc complete as directed by Engineer-in-Charge at all levels.

Providing and fixing steel work in built up tubular sections YST 310 grade as per IS: 4923 for Truss work including cutting, hoisting, fixing in position, welded and bolted including special shaped washers etc. complete with electric resistance or induction butt welded tubes including applying a priming coat of approved steel primer,welding and bolted with special shaped washers etc. closing all the open ends properly with same material including cost and conveyance of all materials, labour, etc., complete as directed by the Engineer-in-charge at all levels.

Providing and fixing mild steel round holding down (HSFG 8.8grade )bolts with nuts and washer plates complete as directed by the Engineer-in-charge at all levels.

Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer-in-Charge at all levels. In stringers, treads, landings etc of staircases including use of chequered plate wherever required, all complete

Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer-in-Charge at all levels. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.

Supplying and fixing rolling shutters of approved make, made of required size GI laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, GI side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and GI top cover of required thickness for rolling shutters including two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, including cost and conveyance of all materials, labour charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. 80 x 1.25mm GI laths with 1.25mm thick top cover

Providing and fixing ball bearing for rolling shutters including cost and conveyance of all materials, labour, etc. as directed by the Engineer-in-Charge at all levels.

Extra for providing capsule type GI rolling grill for rolling shutter instead of laths as per the design approved by the Engineer-in-Charge(area of grill to be measured)

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design

Providing and fixing CI manhole cover with frame 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg in concrete slab over manholes/Inspection Chambers/Drains, including cost and conveyance of all materials, all labour charges, all taxes,lead, lift, sundries, etc., complete. as directed by the Engineer- in-Charge

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing S.S fan clamp of 16mm dia in RCC slabs, beams including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer-in-Charge at all levels.

SH: - 7.0 - JOINERY WORKS Providing and fixing aluminium work for doors, windows, ventilators and frame work for partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)

Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the 'W' profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the 'W' profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish. Non-asbestos multipurpose cement board of 8mm thick reinforced with cellulose fibre manufactured through autoclaving process (high pressure steam cured) as per IS: 14862 with suitable fibre cement screw

Providing and fixing powder coated aluminium work for doors, windows,ventilators & partitions with extruded built up standard tubular sections/appropriate Z sections & other sections of approved make confirming to IS:733 & IS:1285 fixed with rawl plugs & screws or with fixing clips including necessary filling up of gaps at junctions,at top,bottom & sides with required PVC/neoprene felt etc.Aluminium sections shall be smooth,rust free,straight,mitred & jointed mechanically where ever required including cleat angle,aluminium snap beading for glazing/panelling,cp brass/stainless steel screws,removing the stickers clearly, cleaning and clearing the debris from all levels and disposing complete as per architectutral drawings & directions of Engineer-in-Charge at all levels.(glazing & panelling to be paid seperately).Minimum thickness of powder coating for powder coated Aluminium shall be 50 micron.For fixed portion The rate shall includes cost and conveyance of all materials, labour charges, lead, lift, etc complete as directed by Engineer-in-Charge at all levels.

For shutter of doors/windows/ventilators including providing and fixing hinges/pivots and making provision for fixing of all fittings,exhaust fan of required size,etc wherever required including the cost of PVC neoprene gasket required.

Providing and fixing glazing with float glass panes of 5.50mm thickness, in aluminium doors & windows/ aluminium/other partitions for glazed openings with PVC/ neoprene gasket etc. complete as per the architectural drawings and as directed by Engineer-in-Charge at all levels.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position, complete as directed by the Engineer-in-charge at all levels. Second class teakwood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows as per drawing including ISI marked stainless steel butt hinges(100 x 60 x 6.5mm IS : 12817 marked ) with necessary screws excludings panelling which be paid for separately. 35 mm thick second class teak wood

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters approved design(grooves,beadings etc) for doors, windows and clerestory windows(area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick:The rate shall includes cost and conveyance of all materials,labour, lead, lift, etc. complete as directed by Engineer-in-Charge at all levels.Second class teak wood

Providing and fixing ISI marked flush door shutters conforming to IS:2202(part 1)decorative typem core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.comlete as directed by the Engineer-in-charge at all levels.35mm thick including ISI marked stainless steel butt hinges with necessary screws.

Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30 x 10 x 15 cm 1:2:4 mix (1 Cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size).complete as directed by the Engineer-in-charge at all levels.

Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Providing and fixing IS:3564 marked Aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc complete as directed by the Engineer-in-Charge at all levels.

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete as directed by Engineer -in-Charge at all levels. 125mm

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete as directed by Engineer -in-Charge at all levels. 75mm

Providing and fixing bright finished brass100mm mortice latch and lock ISI marked with 6 levers and a pair of anodised(anodic coating not less than grade AC 10 as per IS:1868)aluminium lever handles with necessary screws etc. complete at all levels.(best make of approved quality).

Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in- Charge complete: 205 X 19 mm

Providing and fixing 200 x 10 mm aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete as directed by the Engineer-in-charge at all levels. 200 x 10 mm.(Nominal quantity)

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc complete as directed by the Engineer in Charge at all levels. single rubber stopper

Supply and installation of PD-Door nylon series or equivalent toilet door consisting of high pressure 12mm thick compact laminate board fo size 1050mm width x 2100mm height including bottom gap 10mm. Including the cost of accessories made with merino make aluminium, Nylon polymide,such as Aluminium 'D'post channel, Nylon coat hook,Nylon WC lock set c\w occupancy indicator,Nylon door knob, Nylon hinges(gravity to close)Nylon D post end cap,door stopper rubber lining, SS Screws 304G, PVC wall plugs etc.including cost and conveyance of all materials,labour charges, etc. complete as directed by Engineer in Charge. Size 1050mm (W) x 2100(H)

SH: - 8.0 - FLOORING WORK Providing and laying 150mm thick Vacuum dewatered reinforced concrete flooring in M-30 design mix conforming to IS 456 or IS 10262 with 20mm and down graded coarse aggregate in required level,machine mixing with plasticizer and Elkem micro silica with a dossage of 3.5 kg per bag of cement ,fixing the reinforcement bars as per design, fixing the MSchannel formwork in perfect level, laying the concrete, compacting with surface vibrator, maintaining the water/cement ratio with controlled Vacuum dewatering system, broadcasting/spreading floor hardener granules of approved make as per manufactures specification . Broad casting/ spreading shall be done evenly and in two phases and directions as directed by the manufacturer, power trowelling, finishing the surface with broom finish including watering, curing, cleaning etc. and cutting the grooves 4m x 4m, 5mm width x 40mm deep with groove cutting machine, filling the grooves in 20mm with dry river sand and balance 20mm with suitable epoxy sealants, complete as directed by Engineer-in-Charge (Steel reinforcement shall be measured and paid under respective item). Rate shall include cost and conveyance of all materials,labour,providing & laying,300 micron thick polythene sheet on the existing PCC etc complete as directed by the Engineer-in-Charge. (All works covered by this specification shall be carried by an experienced agency having sufficient experience in Vacuum dewatering dewatered concrete flooring. Only skilled and experienced persons shall be employed for this purpose.)

Providing and laying in correct line and level 60mm thick cement concrete flooring with 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate, 65% 20mm metal and 35% 12mm metal)mixing admixtures in recommended proportion (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability.Providing bull marks on the floor area one day prior for getting proper level. Applying by sprinkling carborundum based floor hardeners of approved make on the top of concrete at the ratio of 5kg/m2.Finish the concrete using power floater and power trowel for smooth finish including watering ,curing, cleaning etc..and cutting the grooves in 4mx 4m, 5mm width x20mm depth with mechanical concrete groove cutting machines and filling the groove with approved epoxy sealants. Rate shall include cost and conveyance of all material, labour etc.. Complete as directed by Engineer - in Charge.(All works covered by this specification shall be carried by an experienced agency having sufficient experience in this type of flooring system Only skilled and experienced persons shall be employed for this purpose.)

Cement plaster skirting 18 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement @ 2 kg /sqm including cost and conveyance of all materials, lead, lift, etc. complete as directed by the Engineer-in-Charge at all levels.

Providing and applying 2 component high strength epoxy flooring system of approved brand over the cured layer using serrated trowel and spike roller to form a total thickness of 1mm after Preparing the surface of concrete floor by dry grinding depending upon the condition of floor surface to remove laitance, loose concrete etc,repair of existing floor if any and to provide key on the floor surface to receive the floor coating by applying two part epoxy coating of 500 microns followed by epoxy resin coating to form a thickness of 400 microns over one layer of solvent free damp proofing membrane of thickness 100 microns .The rate shall include cost and conveyance of all material ,labour charges, lead etc. complete as directed by Engineer - in- charge. (All works covered by this specification shall be carried by an experienced agency having sufficient experience in this type of flooring system Only skilled and experienced persons shall be employed for this purpose.)

Providing and laying light weight cement concrete (Density 1100-1200kg/m3)Maximum Size of Aggregate 4.75mm,Water content 185kg,Cement Content 280kg,GGBS Content 160kg,Total Fine Aggregate 520kg,EPS Thermocol Beeds 8kg, Airen Admixture -.35 to .50% of binder,Mid PCE Admixture-.30 to .50% of binder or approved design mix as directed by the Engineer in charge, properly mixed and consolidated with hand rammers, adding admixtures in recommended proportion including cost and conveyance of all materials, labour, curing, lead lift , etc. complete for sunken floor filling as directed by Engineer-in-Charge at all levels.

Providing and laying vitrified pavit tile of size 300x300x10 mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for ramps etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge (The purchase price of tiles should be taken as Rs. 667/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted in the price quoted).

Providing and fixing Vitrified floor tiles 600x600x9 mm of Ist quality conforming to IS : 15622 of approved make,shade,and pattern laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade .including cost and conveyance of all materials,labour charges,lead,lift etc, complete as directed by the Engineer-in-Charge(The purchase price of tiles should be taken as Rs.700/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted in the price quoted).

Providing and fixing Vitrified wall tiles in skirting,dados etc 600x600x9 mm of Ist quality conforming to IS : 15622 of approved make,shade,and pattern laid on 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade .including cost and conveyance of all materials,labour charges,lead,lift etc, complete as directed by the Engineer-in-Charge.(The purchase price of tiles should be taken as Rs.700/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted in the price quoted).

Providing and laying prepolished granite tiles first quality in flooring of approved quality and shade with true square edges and thickness 10mm of size 600x300mm including an under layer of cement mortar 1:4 (1 cement : 4 coarse sand) of average thickness 20mm and cement slurry @4.40kg per sqm., including finishing the joints with approved tile joint filler of matching shade, including cost and conveyance of all materials, labour, etc.,complete as directed by the Engineer-in-charge at all levels. (The purchase price of tiles should be taken as Rs.900/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted in the price quoted).

Providing and fixing 18 to 20 mm thick prepolished granite slab bash paradise/ruby red/jet black, etc. for window sill, counters, platforms, steps, skirting, etc in 20 mm thick cement mortar 1:4,(1 cement : 4 coarse sand) and jointed with grey cement slurry @ 4.4 kg/sqm including pointing in white cement mixed with pigment of matching shade , labour charges for fixing and cutting to size, cost and conveyance of all materials, lead, lift, etc. complete as directed by the Engineer- in- Charge at all levels. (The purchase price of tiles should be taken as Rs1700/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted in the price quoted).

Extra for providing edge moulding to 16 to 20mm thick marble/granite counters, Vanities etc. including machine polishing to edge to give high gloss finish,triple step groove etc. complete as per design and as approved by Engineer-in-Charge at all levels.

SH: - 9.0 - ROOFING WORK SH: - 9.0 - ROOFING WORK Design, Supply and fixing of 0.50mm Thick Base metal thickess BMT and 0.55mm thickness TCT color coated Zincalume roofing sheet,mangaore tile profile, sheet width 900-1000mm, 26-28mm crest height at 195-200mm pitch made out of TCT cold rolled steel of 300Mpa yield strength conforming to ASTM A 368 or AS 1595 with hot dip metallic coating of minimum 150gm/sqm zinc aluminium alloy coating mass (55% aluminium, 43.5% zinc & 1.5% silicon) total of both sides as per ASTM A 792 or AS 1397. The colour shall have a total coating thickness of 35 microns of with Super Durable Polyester Colorbond XRW quality paint includes inorganic infrared reflective pigment no lead contents for colour durability as per AS/NZS 2728 type-4 / IS15965 class 3 of approved colour comprising of 20 micron exterior coat on top surface and 5 micron reverse coat on back surface over 5 microns primer coat on both surface. Roofing sheet shall be factory cut and supplied in required lengths (up to 12 mtr) to suit site condition and design drawings.The steel sheet shall be fastened with 25 μm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566 Class 3 fasteners of approved make with EPDM washer as per the requirement considering the profile shape and design load. The fastener size shall be calculated as per the design or manufacturers recommendations. The profile sheet, fastener size etc. shall be approved by the concern authority. Roofing sheets shall be crest fixed to the purlin with hot dip galvanized imported self drilling fasteners with integral EPDM washers for perfect sealing . Rate shall including cost and conveyance of all material, including all accessories, lead, lift, scaffolding, labour charges etc. complete at all levels as directed by Engineer-in -Charge. For roof measurements, area shall be measured as laid from roof edge to edge of expanse of roof. No deduction shall be made for openings after installation. (The above work shall be carriedout by an agency having sufficient experience in roofing works and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Supply & fixing flashing and ridge capping in required width and pattern (500mm) with plain colour coated galvalume sheet made out of (0.55mm TCT minimum 300MPa, cold rolled steel with hot dip mettalic coating of Aluminium Zinc alloy (Galvalume) 150 gms/sqm, total of both sides, AZ 150 as per ASTM A 792 or AS 1397, with Super Durable Polyester Colorbond XRW quality painting including cost and conveyance of all material, including all accessories, lead, lift, scaffolding, labour charges etc. complete at all levels as directed by Engineer-in Charge. (The above work shall be carriedout by an agency having sufficient experience in roofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Supply & fixing Double skin inulated roofing ,Al. standing seam profile for top sheet to meet the performance parameters of ‘R’ Value - 20 ft 2.hr.deg.F / Btu-inch, STC Value – 39+3, Impact Isolation value – 42+3 , and as per the specification below or equivalent.0.9mm tk Al. standing seam profile (site profiling) for top sheet using Aluminium alloy AA3004 as per DIN1725-Quality of Ultimate tensile strength – min 225N/mm², 0.2% Proof stress – Min 200N/mm². Modus of elasticity – 70,000N/mm². Minimum thickness of 0.9 mm and PVDF coating on the exposed surface and finish as approved by Engineer-in-Charge., including all accessories like clips, ridge closure etc.125mm thk rockwool insulation, 60kg/m3 density. 0.5mm tk galvalume decksheet for the bottom layer,Trapezoidal sheeting 38mmdeep, 200mm pitch, 25 microns polyester coated hot dip galvanized steel (G275 grade) With all required system accessories such as extruded aluminium halters (with Polyamide thermal barrier pads) /E/Al clips, flashings, eaves, gables, etc., as per shop drawings, specifications and as directed by the Engineer-in-Charge. Vapour barrier layer-Reinforced Polyethylene film of 0.20mm thick, heavy duty type or double sided aluminium foil 180-200 microns thickness.vapour control barrier should be laid above the bottom laid.Detailed structural design to be submitted by manufacturer for wind loads and pull out force of clips. Rate includes supplying, installation and fixing of profiled Aluminium sheeting including cost of system accessories insulation, vapour barrier, liner sheet, clips, fasteners, gaskets, brackets,SS screws, rivets, sealants, inner closure fillers, fixtures, all machineries and, all lead, lift, conveyance, scaffolding etc., complete. (The above work shall be carriedout by an agency having sufficient experience in roofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Providing and fixing flashing using .9mm thk Al. plain sheet , along the roof termination area ,roof gutter joint,in the approved profile ensuring the water tightness of the joint by proper sealent and welding to the mainsheet. Rate shall include cost and conveyance of all material including all required accessories as per manufacturer specification, lead, lift, scaffolding, labour charges etc. complete at all levels as directed by Engineer-in -Charge. (The above work shall be carriedout by an agency having sufficient experience in roofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Supply and Installation of Horizontal Lifeline Fall Protection System Tested and Approved under European Standard CE EN 795: 2012 CLASS-C, CEN/TS16415:2013, ATEX & American Standard OSHA/ANSI 1926.502, Z359.7. System designed to fix on all type of roofs sheets such as Standing Seam Roofs (SSI) with Non-Piercing (4 Nos Clamps per base plate) Clamping System, Trapezoidal Industrial Sheet with Special Bulb Type Rivets with neoprene gasket, 8 Nos. per base plates. Each rivet having capacity of 500 Kg. load bearing, Direct on PURLIN mount (Low foot print ideal on roofs with Solar panel/ Poly Carbonate Sheet) with single M16 SS 316 Bolts and Membrane Roof with Special Clamping System. A continuous Lifeline System slides on 8mm Stainless Steel (SS316) Cable (7X7 and 7X19) offering Fall Restrain and Fall Protection System without disconnecting Person can cover entire installed system Area. End Post, Intermediate Post and Corner Post all are individually Shock Absorbing Post which reduces the shock asper international latest standards limit to the structure. All posts are made of SS 316 Material and individually marked Month & Year of manufacturing as batch code for traceability. Base plate in marine grade aluminium with various size to match the roof sheet pitch, SS 316 material Cable End Termination and Tensioner with Tension Indicator are crimped type to ensure full proof System. SS316 material unique pass through openable shuttle can smoothly slides on 8mm SS316 cable bypass on shock absorbing intermediate and corner posts. As part of the EN795 testing, the components had passed the salt spray testing in accordance with EN ISO 9227, Corrosion tests in artificial atmospheres — Salt spray tests (ISO 9227) The maximum span between 2 post is to be maintained not more than 15 meters. Maximum Number of users allowed on the system shall be 2Person per span and 4 person per system. System Service Life is for a minimum period of 15years with local trained certified re-certification and service facility..Rate shall include cost and conveyance of all material, including all accessories, lead, lift, scaffolding, labour charges etc. complete at all levels as directed by Engineer-in charge. (The above work shall be carriedout by an agency having sufficient experience in roofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Providing and laying screed concrete 1:2:4 (1 Cement : 2coarse sand (conforming to IS 383) : 4 graded stone aggregate 6mm nominal size) properly mixed and consolidated with hand rammers,in correct level and slope including mixing water profing compound as per manufactures specification, cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-charge at all levels. (water proofing liquid will be measured paid separately)

Extra for concretework in super structure above floor V level for each four floors or part there of including cost and conveyance of all material including all required accessories like flasing (0.9mmtk), ridge closure, filler gable end etc. as per manufacturer specification, lead, lift, scaffolding, labour charges etc. complete at all levels as directed by Engineer-in charge

Providing and fixing of 2 mm thick Aluminium gutter welded with double side vulcanised rubber Expansion joints at every 9m length. Necessary down take spout with diameter upto 315mm are to be fabricated and welded with gutter at at required intervals & other accessories like Cover plate, end caps and welding at joints. The Girth of gutter would be maximum upto 3000 mm. with tig welding as approved by the Enginner in Charge.The gutter shall be supported on MS brackets and M.S brackets shall be measured and paid under relevant item. Gutter shall receive the downspouts at designed intervals and all joints with downspouts should be welded and made water tight . Gutter shall be fixed in lines and levels including cost and conveyance of all materials,labour charges, scaffolding, etc complete as directed by the Engineer in charge at all levels.

Supply and instillation of UPVC rain water gutter of size 320mmx200mm,3mm (4kg/cm2 gauge)thickness ,added rib for extra strength at roof end as per drawing, including finishing joints as approved by the Enginner in Charge.The gutter shall be supported on MS brackets and M.S brackets shall be measured and paid under relevant item. Gutter shall receive the downspouts at designed intervals and all joints with downspouts should be welded and made water tight . Gutter shall be fixed in lines and levels including cost and conveyance of all materials,labour charges, scaffolding, etc complete as directed by the Engineer in charge at all levels.

SH: - 10.0 - FINISHING WORK 6 mm thick cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

12 mm thick cement plaster to RCC columns of mix 1:3 (1 Cement : 3 fine sand) including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

12mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

15mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

15mm cement plaster of mix, 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement 2 kg/sqm including mixing water proofing material in proportion roof at all heights including cost and conveyance of all materials,recommended by manufacturer over labour charges, scaffolding, sundries etc complete as directed by the Engineer in charge at all levels. (water proofing liquid will be measured and paid separately).

Extra for plastering exterior walls of height more than 10m from GL for every additional height of 3m or part thereof including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

Applying one coat of cement primer of approved brand and manufacture on wall surface including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels

Providing and fixing one layer of GI chicken wire mesh of 24 guage including fixing with nails, etc. at the junction of brick masonry and RCC or at any other place including cost of labour,scaffolding charges etc. complete as directed by and conveyance of all materials,Engineer-in-charge, at all levels.

Pointing on stone work with cement mortar 1:3 (1cement:3 fine sand) Flush and ruled pointing including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels

Finishing walls with water proofing cement paint of required shade for new work (Two or more coats applied @ 3.84 kg/10 sqm) including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels

Providing and applying protective coating on external steel structures two pack high solid aliphatic polyurethene top coat paint with not less than 61% volume solids and DFT of 60micron over a base coat of fast drying, high solids two pack epoxy coating not less than 80% volume solids of DFT 150 microns with primer coat of two pack epoxy not less tha 85% volume solids and a DFT of 50microns or equivalent.All steel surface to be cleaned throughly with strong detergents and high pressure fresh water to remove oil, grease, salt and contaminations.All areas to be blast cleaned to Sa 2.5(ISO8501-1:2007) The rate shall including cost and conveyance of all materials,labour charges,lead,lift etc complete as directed by Engineer-in-Charge at all levels.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). including cost and conveyance of all materials, labour charges, scaffoldings etc complete at all levels as directed by the Engineer in Charge.

Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.The rate shall include cost and conveyance of all materials, labour charges, scaffolding, lead,lift ,sundries etc complete as per manufactures specification and as directed by the Engineer in charge at all levels.The contractor shall ensure warranty for a period of 5 years from the date of completion of the said work.

Extra for providing plaster drip course 20x12mm in plastered surface or moulding to RCC projections including conveyance of all materials, labour,scaffolding charges etc. complete as directed by Engineer-in-Charge, at all levels.

Providing and applying textured exterior paint of required shade (Two or more coats applied @ 3.28 ltr/10 sqm) on old work including cost and conveyance of all materials, labour charges, lead,lift,scaffolding, cleaning the surface ,sundries, etc complete as directed by Engineer-in-Charge at all levels.

Providing and applying melamine matt finish on wood work after scraping and cleaning the surface applying necessary coats of putty, filler and sealer, etc. Sanding shall be done along the grains using water paper/emery paper before applying filler, sealer and melamine to get a perfectly smooth and uniform finish. Melamine and sealer shall be applied using spary gun. The rate shall include cost and conveyance of all materials, lead lift, all labour etc.

SH: - 11.0 WATER PROOFING Providing and applying fully bonded, pre-applied, HDPE , composite waterproofing sheet membrane system with thickness of 1.2 mm with sand finish at top,HDPE film thickness > 0.8 mm and HDPE membrane composite ≥ 1.20 mm The membrane should have strong bonding property between the top sanded layer and fresh concrete, so that there is no lateral water migration between membrane and the structural concrete of underground structure. The overlaps min. 80 mm on side laps which.End laps the sand is removed by hot shoveling to a width of 80 mm and there upon the clean band is overlapped using double sided tape . The membrane shall have Resistance to static puncture ≥ 1000 N (ASTM E154) Tensile strength ≥ 25 MPa (film) (ASTM D412 mod) Elongation ≥ 550 % (ASTM D412 mod) , Adhesion in peel ≥ 900 N/m (ASTM D903 mod) ,Joint peel resistance ≥ 1500 N/m (ASTM D1876) ,Foldability at low temperature Unaffected at -23 °C (ASTM D1970) Water absorption < 0.5 % (ASTM D570) , Water tightness > 71 m of hydrostatic head (ASTM D5385 mod) ,Permeability to water vapour < 0.10 ng/Pa·s·m2 (ASTM E96, method B)The rates shall include cost and conveyance of all materials, labour charges, lead,lift etc. complete including finishing the edges as directed by the Engineer-in-charge at all levels. (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Providing and Applying wet bonded1.5mm thick reinforced with composite fiber matt and having cross laminated PE film on top face. The bottom face to to siliconised relase liner over adhesive face for wet-application on the retaining wall. The procedure involves the concrete to be saturated by water (use water hose). Any protrusions need to be removed and the concrete surface needs to be cleaned. A bonding slurry (with approximate of 2.5–3 kg/m2) is applied to the substrate. Then the membrane is unrolled and pressed into the fresh slurry after removal of the release liner. The long edges of the membrane are overlapped by min. 80 mm and firmly pressed together using a roller. The short edges of the membrane are overlapped in the same way. The overlaps need to be staggered. System Properties: Tensile Strength >5 N/mm as per ASTM D412; Elongation> 330 % as per ASTM D412; Resistance to Tear 330 N as per EN 12310 , Joint Peel Resistance 650 N/m as per EN 12317-1 At 23 °Unaffected Foldability at Low Temperature as per ASTM D1970; Low temperature flexibility is Unaffected over Cycling over crack (100 cycl.) as per ASTM C836; at -25° C; Resistance to lateral water migration 70 m as per ASTM D5385.On completion of waterproofing application, providing and fixing of High compressive strength (not less 200Mpa) Dimple Board of 8mm thick as protective medium before soil filling.The rates shall include cost and conveyance of all materials, labour charges, lead,lift etc. complete including finishing the edges as directed by the Engineer-in-charge at all levels. (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick)The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years). Only skilled and experienced persons shall be employed for this purpose.)

Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of oncrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. (The above work shall be carried out by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years. Only skilled and experienced persons shall be employed for this purpose.)

Providing and applying water proofing compound Masterseal HLM 5000 or equivalent , a single component polyurethane based coating that cures by reaction with atmospheric moisture to form a tough but flexible waterproofing membrane. It is elastomeric, seamless waterproof membrane applied in 2 coats to a DFT of 1.2 mm thick having a elongation capacity of over 600% and with solid content more than 85% applied on the RCC surface including priming (if required), crack filling, grouting, tie rod filling, coving, ponding etc complete. The material shall comply to – ASTM C 836 National Std. of Canada 37.58 – M86 by CGSB etc complete as directed by the Engineer-in-Charge at all levels (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years. Only skilled and experienced persons shall be employed for this purpose.)

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of sunken RCC floor slab in WC/ bath area etc. to meet the physical and performance requirements of IS:2645-1975, consisting of following operations: a) cleaning the surface with water, removing the loose mortar, etc. and laying a slurry coat consisting of neat cement at 2.2 kg/sqm admixed with proprietary water proofing compound to penetrate into the crevices and to fill up all the porosities in the slab. b) Providing 25 to 30mm cement mortar 1:3, (1 cement : 3 coarse sand) layer and embedding 20mm down sized aggragates or brick ballast obtained from well burnt bricks into the cement mortar and the cement consumption shall be 6 kg/sqm. After curing the same for a period 2 days apply neat cement slurry at 2.2 kg/sqm admixed with propritary water proofing compound and allowing it to penetrate into the cement mortar. c) Providing and applying min 25mm thick cement mortar 1:3 for filling the gaps and to make the required gradient and slop towards the pipe. d) Finally finishing the top with neat cement punning with cement slurry at 3 kg/sqm after finishing it to smooth and then brushing cement slurry to the finished area @ 2 kg/sqm. The rates shall include cost and conveyance of all materials, labour charges, sundries, etc. complete including coving and finishing the edges of sunken slab upto the top of rcc beam as directed by the Engineer-in-charge at all levels. (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years. Only skilled and experienced persons shall be employed for this purpose.)

SH: - 12.0 - MISCELLANEOUS BUILDING WORK Providing & Fixing Exp. Covers, for 75 to 100 mm Expansion Joints Aluminum Covers profiles, having a Hard Wearing, Maintenance Free, long Lasting design. The surface of the Exp. Joint covers should have Serrated Surface for Skid Resistance and should be ADA Compliant.The design of the Exp. Joint Cover System should be such that it should avoid any accumulation of dirt. The Exp. Joint Cover should have an Articulated Telescope Design so as to accommodate the movements in 3 directions. The total Horizontal Movement should be 45 mm (-/+ 22.5 mm). It should also accommodate a Vertical Movement of 10 mm. The system should be in 6063 alloy in Mill finish and the total exposed surface of the profile should not be more than 113 mm (+/- 5 mm) & the installation Height can be of 20/35/50 mm. The side profile should have a MULTI HOLE mounting bracket allowing for secure fixing and Flexible anchoring and excellent bonding with given slab surface/masonry/epoxy bedding. For Precise Transitions the factory supplied slid-in connection pins should be used during the installation of the cover system.(The purchase price ( excluding GST)considered for Expansion joint is Rs 4321/m ( excluding GST) and any deviation plus or minus in the purchase price in approved make /size will be adjusted (paid extra or deducted) while making payment to the contractor) .

Providing & fixing for 100 mm wall joint WJC 100 Expansion Joints Aluminum Covers Profile. The design of the Joint Cover System should be such that the system should snap onto a 50mm wide, hook shaped aluminum clip. The system should have gasket seals on the edges to provide scratch protection to the wall finish and prevent accumulation of dust. There should not be any visible screw on the top once profile is installed. The system should be in 6063 alloy in clear anodized matt finish and the total exposed surface of the profile should not be more than 222mm visible width. For exterior use a water membrane must be installed below the profile.(The purchase price ( excluding GST)considered for Expansion joint is Rs 2668/m ( excluding GST) and any deviation plus or minus in the purchase price in approved make /size will be adjusted (paid extra or deducted) while making payment to the contractor) .

Providing & fixing for 100 mm roof expansion Joints with Butyle-Elastomeric tape. The design of the Joint Cover System should be such that the system should snap onto a 50mm wide, hook shaped aluminum clip. The system should have gasket seals on the edges to provide scratch protection to the wall finish and prevent accumulation of dust. There should not be any visible screw on the top once profile is installed. The system should be in 6063 alloy in clear anodized matt finish and the total exposed surface of the profile should not be more than 222mm visible width. For exterior use a water membrane must be installed below the profile.(The purchase price ( excluding GST)considered for Expansion joint is Rs 2668/m ( excluding GST) and any deviation plus or minus in the purchase price in approved make /size will be adjusted (paid extra or deducted) while making payment to the contractor) .

Providing sprayable Fire-rated joint spray to provide minimum 2 hours of fire rating when tested as per UL 2079/IS 18190 : 2023 standard with min 64Kg/M3 density mineral wool and min 33% compressibility to be maintained during application. The product ( CFS SP WB) to have upto 50% Movement Capability and Sound Insulation of 55db as per ASTME-90. The product shall have passed the 500 cycles requirement as specified by ASTM E 1399 class II. The product shall carry carry test certificate for mold resistance rating of 0 as determined by ASTM G21-96 and shall have a VOC content of approx. 60 g/l as per LEED 2009. The product shall carry test certificate as per ASTM E 1399 class II for movement capability. The product shall be UL listed & Classified and shall bear the UL and FM approval logo on the packing. Firestop installation should be done by manufacturer trained applicators and in accordance with manufacturer guidelines.

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval: 8mm dia rebar at 120mm depth

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval: 10mm dia rebar at 150mm depth

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval. 12mm dia rebar at 180mm depth

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval. 16mm dia rebar at 240mm depth

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval. 20mm dia rebar at 300mm depth

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval. 25mm dia rebar at 375mm depth

Supplying, Drilling/Cleaning hole and injecting epoxy resin based ETA Approved anchor and chemical with the help of manual dispenser, into a hole of dia & depth (below mentioned) as per manufacturer/structural consultant's specification and fixing rebars of the required diameter subsequently. The chemical should have successfull usage in wet/water saturated concrete/diamond cored holes. The chemical should have approval against creep & corrosion,ICC, CSTB, COLA, BZS Shock approved, Seismic C1/C2 approved to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +70 deg C and LEED certified injection adhesive for rebar fixing in wet/dry conditions for diameter up to 40mm, also the chemical should have 100 years service life test. Fixing methodology to be followed as per manufacturers guidelines. - Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consulatnt and in accordance with EOTA-TR-023/029/069 “guidelines for post installed rebar connections” for approval. 32mm dia rebar at 480mm depth

Supplying, drilling /cleaning hole and fixing of mechanical anchor Torque Controlled Expansion Anchor , of sizes ranging from M8 to M24. The Anchor should possess ETA Certificate for use in both Cracked Concrete and non-cracked concrete, approved as per Seismic C1 and C2 Category and have Fire Resistance values for up to 120 mins tested in accordance with EAD 330232-01-0601 (v2/v3). Seismic Design of Anchor should be done as per EC2 Part-4 using PROFIS Engineering Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Anchor shall be driven with the help of HS-SC setting tool, fixed at right embedment depth as per design report and torqued using Hilti SIW 6AT-A22 Impact Wrench with adaptive torque Module to ensure adequate torque as per the given diameter mentioned in the ETA. The same must be documented in the form of software generated report and shall be submitted to the project manager at the time of inspection. Scanning before drilling to be done with Hilti PS or equivalent scanning tool to avoid rebar hits and structural damage. Safety stud anchor HST3-R M8x95 -/30 (SS316)

Supplying, drilling /cleaning hole and fixing of mechanical anchor Torque Controlled Expansion Anchor , of sizes ranging from M8 to M24. The Anchor should possess ETA Certificate for use in both Cracked Concrete and non-cracked concrete, approved as per Seismic C1 and C2 Category and have Fire Resistance values for up to 120 mins tested in accordance with EAD 330232-01-0601 (v2/v3). Seismic Design of Anchor should be done as per EC2 Part-4 using PROFIS Engineering Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Anchor shall be driven with the help of HS-SC setting tool, fixed at right embedment depth as per design report and torqued using Hilti SIW 6AT-A22 Impact Wrench with adaptive torque Module to ensure adequate torque as per the given diameter mentioned in the ETA. The same must be documented in the form of software generated report and shall be submitted to the project manager at the time of inspection. Scanning before drilling to be done with Hilti PS or equivalent scanning tool to avoid rebar hits and structural damage. Safety stud anchor M10x110 50/30 (SS316)

Supplying, drilling /cleaning hole and fixing of mechanical anchor Torque Controlled Expansion Anchor , of sizes ranging from M8 to M24. The Anchor should possess ETA Certificate for use in both Cracked Concrete and non-cracked concrete, approved as per Seismic C1 and C2 Category and have Fire Resistance values for up to 120 mins tested in accordance with EAD 330232-01-0601 (v2/v3). Seismic Design of Anchor should be done as per EC2 Part-4 using PROFIS Engineering Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Anchor shall be driven with the help of HS-SC setting tool, fixed at right embedment depth as per design report and torqued using Hilti SIW 6AT-A22 Impact Wrench with adaptive torque Module to ensure adequate torque as per the given diameter mentioned in the ETA. The same must be documented in the form of software generated report and shall be submitted to the project manager at the time of inspection. Scanning before drilling to be done with Hilti PS or equivalent scanning tool to avoid rebar hits and structural damage. Safety stud anchor M12x115 40/20 (SS316)

Supplying, drilling /cleaning hole and fixing of mechanical anchor Torque Controlled Expansion Anchor , of sizes ranging from M8 to M24. The Anchor should possess ETA Certificate for use in both Cracked Concrete and non-cracked concrete, approved as per Seismic C1 and C2 Category and have Fire Resistance values for up to 120 mins tested in accordance with EAD 330232-01-0601 (v2/v3). Seismic Design of Anchor should be done as per EC2 Part-4 using PROFIS Engineering Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Anchor shall be driven with the help of HS-SC setting tool, fixed at right embedment depth as per design report and torqued using Hilti SIW 6AT-A22 Impact Wrench with adaptive torque Module to ensure adequate torque as per the given diameter mentioned in the ETA. The same must be documented in the form of software generated report and shall be submitted to the project manager at the time of inspection. Scanning before drilling to be done with Hilti PS or equivalent scanning tool to avoid rebar hits and structural damage. Safety stud anchor M16x145 45/25 (SS316)

Supplying, drilling /cleaning hole and fixing of mechanical anchor Torque Controlled Expansion Anchor , of sizes ranging from M8 to M24. The Anchor should possess ETA Certificate for use in both Cracked Concrete and non-cracked concrete, approved as per Seismic C1 and C2 Category and have Fire Resistance values for up to 120 mins tested in accordance with EAD 330232-01-0601 (v2/v3). Seismic Design of Anchor should be done as per EC2 Part-4 using PROFIS Engineering Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Anchor shall be driven with the help of HS-SC setting tool, fixed at right embedment depth as per design report and torqued using Hilti SIW 6AT-A22 Impact Wrench with adaptive torque Module to ensure adequate torque as per the given diameter mentioned in the ETA. The same must be documented in the form of software generated report and shall be submitted to the project manager at the time of inspection. Scanning before drilling to be done with Hilti PS or equivalent scanning tool to avoid rebar hits and structural damage. Safety stud anchor M20x170 -/30 (SS316)

Supplying, drilling /cleaning hole and fixing of mechanical anchor Torque Controlled Expansion Anchor , of sizes ranging from M8 to M24. The Anchor should possess ETA Certificate for use in both Cracked Concrete and non-cracked concrete, approved as per Seismic C1 and C2 Category and have Fire Resistance values for up to 120 mins tested in accordance with EAD 330232-01-0601 (v2/v3). Seismic Design of Anchor should be done as per EC2 Part-4 using PROFIS Engineering Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Anchor shall be driven with the help of HS-SC setting tool, fixed at right embedment depth as per design report and torqued using Hilti SIW 6AT-A22 Impact Wrench with adaptive torque Module to ensure adequate torque as per the given diameter mentioned in the ETA. The same must be documented in the form of software generated report and shall be submitted to the project manager at the time of inspection. Scanning before drilling to be done with Hilti PS or equivalent scanning tool to avoid rebar hits and structural damage. Safety stud anchor M24x200 -/30 (SS 316)

Providing and supplying anchor with Threaded Rod or equivalent. The product should be approved by ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic (C1 & C2) approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete, tested for service temperature of -40 deg. C to +80 deg. C. The chemical should have an ETA approval for 100 years age testing and EJ document of 120 years age. Anchoring with HIT-V with RE500V 4 or equivalent to be designed as per guidelines of TR 029/ EN 1992-4. Drilling hole with double flute type drill bits/ hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air or with Safe-set Hollow Drill Bit technology to ensure dust-free clean holes and proper bonding of chemical to the required depth, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter, embedment depth & number of anchors to be calculated ans Seismic anchor design report to be submitted to the project manager, design engineer for approval. Scanning before drilling to be done with approved machinery to avoid hitting existing rebars. Anchor rod- 8.8 M12X130

Providing and supplying anchor with Threaded Rod or equivalent. The product should be approved by ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic (C1 & C2) approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete, tested for service temperature of -40 deg. C to +80 deg. C. The chemical should have an ETA approval for 100 years age testing and EJ document of 120 years age. Anchoring with HIT-V with RE500V 4 or equivalent to be designed as per guidelines of TR 029/ EN 1992-4. Drilling hole with double flute type drill bits/ hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air or with Safe-set Hollow Drill Bit technology to ensure dust-free clean holes and proper bonding of chemical to the required depth, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter, embedment depth & number of anchors to be calculated ans Seismic anchor design report to be submitted to the project manager, design engineer for approval. Scanning before drilling to be done with approved machinery to avoid hitting existing rebars. Anchor rod - 8.8 M16X180

Providing and supplying anchor with Threaded Rod or equivalent. The product should be approved by ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic (C1 & C2) approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete, tested for service temperature of -40 deg. C to +80 deg. C. The chemical should have an ETA approval for 100 years age testing and EJ document of 120 years age. Anchoring with HIT-V with RE500V 4 or equivalent to be designed as per guidelines of TR 029/ EN 1992-4. Drilling hole with double flute type drill bits/ hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air or with Safe-set Hollow Drill Bit technology to ensure dust-free clean holes and proper bonding of chemical to the required depth, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter, embedment depth & number of anchors to be calculated ans Seismic anchor design report to be submitted to the project manager, design engineer for approval. Scanning before drilling to be done with approved machinery to avoid hitting existing rebars. Anchor rod - 8.8 M20X 190

Providing and supplying anchor with Threaded Rod or equivalent. The product should be approved by ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic (C1 & C2) approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete, tested for service temperature of -40 deg. C to +80 deg. C. The chemical should have an ETA approval for 100 years age testing and EJ document of 120 years age. Anchoring with HIT-V with RE500V 4 or equivalent to be designed as per guidelines of TR 029/ EN 1992-4. Drilling hole with double flute type drill bits/ hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air or with Safe-set Hollow Drill Bit technology to ensure dust-free clean holes and proper bonding of chemical to the required depth, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter, embedment depth & number of anchors to be calculated ans Seismic anchor design report to be submitted to the project manager, design engineer for approval. Scanning before drilling to be done with approved machinery to avoid hitting existing rebars. Anchor rod - 8.8 M24X300

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 3 metre length, upto 3 m height of wall with existing angle iron frame 'x' shaped placed 2.4 m or 3.00 m apart and with 6 horizontal R.B.T. reinforced barbed wire, stud tied with copper staples of 1.2mm dia and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, including cost, conveyance lead & lift of all materials, labour charge etc. complete with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be measured paid separately)

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting.The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge.The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 150 mm dia. RCC Pipe

Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 300 mm dia. RCC Pipe

(SH: - 13.0 - DISMANTLING WORKS) Demolishing cement concrete including screed manually/by mechanical means at all levels including and disposal of all material,electrical fixtures including conduites,wires etc ,within 5km lead as per direction of Engineer-in-Charge.

Demolishing R.C.C work at all levels, including stacking of steel bars and disposal of all unserviceable materials ,electrical fixtures including conduites,wires etc within 5km lead as per direction of Engineer-in-Charge

Demolishing brick/block work manually / by mechanical means at all levels including stacking of serviceable material and disposal of all unserviceable materials ,electrical fixtures including conduites,wires etc 5km lead as per direction of Engineer-in-Charge.

Dismantling doors, windows and clerestory windows (steel,aluminium or wood) shutter including chowkhats, architrave, holdfasts etc. complete of area 3 sq. metres and below at all levels and stacking within 5 km lead

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc.complete of area beyond 3.00 sqm at all levels and stacking within 5 km lead

Dismantling steel work in single sections at all levels including dismembering and stacking within 5km lead- Channels, angles, tees and flats etc

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, sutting rivets, welding etc. at all levels including dismembering and stacking within 5 km lead

Dismantling tile work at all levels in floors and roofs laid in cement mortar/ adhesive including stacking material within 5km lead.

Dismantling of flushing cistern and water closet, wash basins of all types (C.I./PVC/Vitrious China) at all levels including stacking of useful materials near the site and disposal of unserviceable materials within 5km lead

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster at all levels including disposal of rubbish to the dumping ground within 5km lead

Taking out Steel /stainless steel handrail/plates at all levels without damage including stacking material within Airport premises with proper covering and protection as directed by the Engineer in Charge. The work has to be executed without any disturbance to the existing structure and if any should be made good without any extra cost as directed by the Engineer-in-Charge

Dismantling aluminium/Gypsum/aerocon partitions, doors, windows, fixed glazing, cladding and false ceiling at all levels including disposal of unserviceable surplus material and stacking of serviceable material with in 5km lead as directed by Engineer-in-Charge.

Dismantling Wood, Glass partitions, doors, windows, fixed glazing,cladding and false ceiling at all levels disposal of unserviceable surplus material and stacking of serviceable material with in 5km lead as directed by Engineer-in-Charge.

Taking out ACP/HPL cladding at all levels including existing framework without damaging the structure(damages if any, to be made good by the contractor at his own cost) disposal of unserviceable surplus material and stacking of serviceable material with in 5km lead as directed by Engineer-in-Charge.

Taking out Structural /spider glasing including doors/windows/louvers/ventilators etc at all levels including existing framework without damaging the structure(damages if any, to be made good by the contractor at his own cost) disposal of unserviceable surplus material and stacking of serviceable material with in 5km lead as directed by Engineer-in-Charge.

Dismantling metal false ceiling including dismantling of light fixtures,HVAC Duct /conduits,wires etc at all levels and disposal of unserviceable surplus material and stacking of serviceable material with in 5km lead as directed by Engineer-in-Charge.

Scanning of Structural Beams, Slabs, Columns, PT slabs, PT Beams etc for minimum size of 600 x 600mm for detecting the diameter, spacing and concrete cover of the reinforcement present inside concrete, single layer detection and making reports and analysis, including cost and conveyance of all materials, labour charges, tool rental charges, scanning charges, lead, lift etc complete as directed by Engineer-in-Charge at all levels.

Scanning and providing vibrationless accurate wet cutting of RCC beamsand slabs including reinforcement at all levels with medium to heavy-duty, high performance hydraulically/electrically operatedremote controlled diamond wall saw system diamond cutting machine without any disturbance to the adjacent structure including handling of cutpieces and cordoning and dust proof the area properly and with necessary formwork to support the existing structure and including cost and conveyance of all materials, labour, lead lift etc. complete and disposal of material within 5km lead as per direction of Engineer-in-Charge.t. Any damage to the adjacent structure shall be corrected without any additional cost. The above work shall be carried out by an agency having sufficient experience and only skilled and experienced persons shall be employed for this purpose.Rate shall also includes the necessary supporting system if any .

Providing core cutting including labour, equipment and supervision charges for various diameter using diamond cutting system without damaging the existing tendens/reinforcement as directed by the Engineer in Charge- 50-110 mm dia up to 200 mm depth

Providing core cutting including labour, equipment and supervision charges for various diameter using diamond cutting system without damaging the existing tendens/reinforcement as directed by the Engineer in Charge- 110-200 mm dia up to 200 mm depth

Providing core cutting including labour, equipment and supervision charges for various diameter using diamond cutting system without damaging the existing tendens/reinforcement as directed by the Engineer in Charge- 200-300 mm dia up to 200 mm depth

Taking out wood work without any damage in frames, panels,partitions etc at all levels including stacking the material within airport premises with proper covering and protection. The work has to be executed without any disturbance to the existing structure and as directed by the Engineer-in-Charge :

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 5km lead as per direction of Engineer-in-Charge: 15 mm to 40 mm nominal bore

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 5km lead as per direction of Engineer-in-Charge: Above 40 mm nominal bore

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 5km lead as per direction of Engineer-in-charge: Up to 150 mm diameter metre

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 5km lead as per direction of Engineer-in-charge: Above 150 mm dia up to 300 mm dia metre

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 5km lead as per direction of Engineer-in-charge: Above 300 mm diameter metre

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete at all levels, including disposal of rubbish to the dumping ground within 5km lead

Dismantling of roof water proofing at all levels with mechanism approved by Engineer-in-Charge and without damaging the existing RCC slab and waterproofing in adjacent areas and disposal of dismantled material up to a lead of 5km, as per direction of Engineer-in-charge.

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:

SH :SANITARY INSTALLATION Providing & fixing of star white vitreous China European wall hung pan with soft close seat and lid with CP brass hinges and rubber buffers with concealed cistern dual flush 3/9 litre water storage with chrome finish wall plate actuator of approved make and model complete including cost and conveyance of all materials,labour charges,lead.lift, cutting, making good the walls, floors, slab wherever required testing and commissioning to the satisfaction of Engineer in Charge as per direction of Engineer-In charge at all levels.(The purchase price(Exclusive of all taxes) of WC pan with soft close seat and lid including all accessories shall be taken as Rs 7642/-.. and concealed cistern ,wall plate with flush button shall be Rs 9401/-.. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing & fixing star white vitreous china flat back urinal with inbuilt sensor of approved size with all accessories to provide satisfactory functioning including necessary wall cutting / chasing and making good, as required for urinal flushing etc complete, testing and commissioning to the satisfaction of Engineer in Charge as per direction of Engineer-In charge at all levels.(The purchase price(exclusive of all taxes) of urinal with inbuilt sensor shall be taken as Rs .18063/-.. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor. The inlet pipe inside urinal shall be 450mm long and pressure rating 3 -6 bar). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing and fixing of star white vitreous china urinal division plate of approved quality and make with fittings/fastener including cutting and making good the walls, cost and conveyance of all material, labour charge, lead, lift, etc. complete as directed by the Engineer-in-Charge. (The purchase price considered for star white vitreous china urinal division plate excluding tax is Rs 4675/- and any deviation plus or minus in the purchase price will be adjusted(will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing & fixing of star white vitreous china under counter wash basin of approved size, C P brass waste assembly, CP brass bottle trap with extension piece 450mm long connections pipes wall flanges and rubber adapters for waste connection,angle valve,pressmatic pillar cock, complete including CI/MS brackets duly painted, nuts, washers, etc. The rate is including cost and conveyance of all materials,labour charges,lead.lift, cutting, making good the walls, floors, slab wherever required, testing and commissioning to the satisfaction of Engineer in Charge as per direction of Engineer-Incharge at all levels.(The purchase price(exclusive of all taxes) of under counter WB is Rs 1913/- ., pillar cock pressmatic -2763Rs /- ,angle valve-Rs.1080/-., bottle trap-Rs .1573/-.,waste coupling-Rs-.510/-.. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing and fixing CP brass hand spray with lever control (health faucet) of make 1meter long flexible tube and wall hook including CP brass angle valve and all fittings and fixtures of approved make etc complete including cutting and making good the walls,floors,slab wherever required.The rate is including cost and conveyance of all materials, labour charges, lead,lift etc complete as directed by the Engineer in charge at all levels.(The purchase price(exclusive of all taxes) of CP brass hand spray with lever control is Rs.1148/-., angle valve-Rs .1080/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing and fixing CP brass long body bib cock of approved quality and make conforming to IS standards and weighing not less than 690 gms including cost and conveyance of all materials, labour charges, sundries,lead,lift,cutting and making good the walls,floors,slab etc complete, testing and commissioning to the satisfaction of Engineer in Charge as directed by the Engineer in charge at all levels. (The purchase price(exclusive of all taxes) CP brass long body bib cock is Rs..927/- ..and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose. 15 mm nominal bore

Providing and fixing frameless mirror of thickness 5.5 to 6mm, with all four edges machine polished/bevelled and back side protected with safety film and 4 mm thick BWP grade Plywood backing and fixed on walls with mirror screws(spacer). The rate is including cost and conveyance of all materials, labour charges, lead,lift ,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels.

Providing and fixing PVC floor trap of 110mm outer dia(multitrap) including SS cockroach free floor grating with cup etc including cost and conveyance of all materials labour charges ,lead, lift, cutting and making good the walls and floors etc complete as directed by the Engineer-in-Charge at all levels..(The purchase price(exclusive of all taxes)cockroach trap with floor gratings Rs .584/-.. and pvc multi floor trap is Rs..263/- and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor).

Providing and fixing under counter mounting pressmatic/ automatic liquid soap dispenser of approved make including cost and conveyance of all materials labour charges ,lead, lift, cutting and making good the walls, floors and slab wherever required etc complete, testing and commissioning to the satisfaction of Engineer in Charge as directed by the Engineer in Charge at all levels .(The purchase price(exclusive of all taxes) of under counter mounting pressmatic/ automatic liquid soap dispenser is Rs.5525/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing and fixing C P brass soap dish with holder of approved quality and make including cost and conveyance of all materials labour charges ,lead, lift ,cutting and making good the walls and floors etc complete as directed by the Engineer in Charge at all levels.(The purchase price(exclusive of all taxes) of CP brass soap dish is Rs.1050/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing and fixing CP towel rail 600mm of approved make complete with brackets fixed using wooden cleats with CP Brass screws etc complete. The rate is including cost and conveyance of all materials, labour charges, lead,lift,cutting and making good the walls,floors etc complete as directed by the Engineer in charge at all levels.(The purchase price(exclusive of all taxes) of CP towel rail is Rs .1148/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

Providing and fixing star white wall hung wash basin with C.I. brackets, pillar cock , 32 mm C.P. brass waste of standard pattern,32mm dia CP brass bottle trap,15 mm dia CP brass angle valve including painting of fittings and brackets, cutting and making good the walls ,slab,floors wherever required:(shade & make as approved by architect)including cost and conveyance of all materials, labour charges, lead,lift etc complete, testing and commissioning to the satisfaction of Engineer in Charge as directed by the Engineer -in- charge at all levels.(The purchase price(exclusive of all taxes) of wall hung WB is Rs 1800/-, pillar cock -Rs 1454/- ,angle valve-Rs 1080/-, bottle trap-Rs 1573/-, waste coupling-Rs 510/- and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.

SH:INTERNAL AND EXTERNAL SANITARY Providing and fixing cleanout including cost and conveyance of all materials labour charges ,lead, lift, cutting and making good the walls and floors etc complete testing and commissioning to the satisfaction of Engineer in Charge as directed by the Engineer in Charge at all levels.(The purchase price(exclusive of all taxes) cleanout Rs 430/- and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor).

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including cutting and making good the walls,testing the lines rectifying any leakages or defects,etc. complete for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for concealed work as directed by the Engineer- in-Charge. 110mm OD (6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including cutting and making good the walls,testing the lines rectifying any leakages or defects,etc. complete for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for concealed work as directed by the Engineer- in-Charge. 75mm OD(6kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including cutting and making good the walls,testing the lines rectifying any leakages or defects,etc. complete for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for concealed work as directed by the Engineer- in-Charge. 50mm OD(6 kg/cm2)

Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels. 75 mm dia

Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels. 110 mm dia

Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels. 160 mm dia

Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels. 200 mm dia

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge. 110mm dia (6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge. 75mm dia(6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge. 50mm dia(6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge. 75mm dia(4 kg/cm2)

Supplying, fixing, testing and commissioning to the satisfaction of Engineer in charge of PVC gully trap of size 160 x 110mm and CI grating 150mmx150mm size and water tight C.I cover with frames 300mmx300mm size(inside) the weight of cover to be not less than4.5kg and frame to be not less than2.7kg (CI MH cover and frame as per IS:1726) single sealed of size conveying to size the above mentioned items and constructing 30cmx30cm internal size gully trap chamber and depth upto 60cm,115 thk brick wall in CM 1:6 on a foundation of PCC 1:4:8.100mm thick plastering inside with CM 1:3,12mm thk with a neat cement flushing coat and conveying to site,cleaning ,installing and testing approved make PVC gully trap with 160mm outlet(Fabricated),surrounding with CC 1:1.5:3, 150x150mmm,top with CI grating above the PVC gulley trap and light duty CI cover and frame over the chamber including cost of all materials, etc complete as per approved drawing and as directed by Engineer-in- Charge.

SH:RAIN WATER DOWN TAKES Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for, rain water pipe open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls (Rain Water Down Takes )as directed by the Engineer in charge. 315mm dia (6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for, rain water pipe open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls (Rain Water Down Takes )as directed by the Engineer in charge. 250mm dia (6 kg/cm2)

SH:INTERNAL AND EXTERNAL WATER SUPPLY Providing and fixing C.P. brass concealed stop cock (control valve) of standard design and of approved make conforming to IS:8931.The rate is including cost and conveyance of all materials, labour charges, lead,lift,cutting and making good the walls,floors,slab etc complete, testing and commissioning to the satisfaction of Engineer in Charge as directed by the Engineer in charge at all levels.(The purchase price(excluding of all taxes) of C.P. brass concealed stop cock (control valve) is Rs..1975/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose. 15 mm nominal bore.

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels - 80 mm dia nominal bore

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels- 65 mm dia nominal bore

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels- 50 mm dia nominal bore

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels- 40 mm dia nominal bore

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels- 32mm dia nominal bore

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels- 25 mm dia nominal bore

Providing and fixing brass ball valve conforming to IS standards including cost and conveyance of all materials, labour charges, sundries,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels- 20 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall- 110 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall- 75 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall 50 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall 40 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall- 32 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall- 25 mmnominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall- 20 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride (CPVC- SDR11) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall- 15 mm nominal outer dia pipes

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl chloride(CPVC) SDR 11 pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipes with clamps at 1.00 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.The rate is including cost and conveyance of all materials, labour charges, sundries,lead,lift,all taxes etc complete as per the direction of Engineer in charge at all levels.(Concealed work including cutting chases and making good the walls etc).- 65mm OD

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl chloride(CPVC) SDR 11 pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipes with clamps at 1.00 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.The rate is including cost and conveyance of all materials, labour charges, sundries,lead,lift,all taxes etc complete as per the direction of Engineer in charge at all levels.(Concealed work including cutting chases and making good the walls etc).-50mm OD

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl chloride(CPVC) SDR 11 pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipes with clamps at 1.00 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.The rate is including cost and conveyance of all materials, labour charges, sundries,lead,lift,all taxes etc complete as per the direction of Engineer in charge at all levels.(Concealed work including cutting chases and making good the walls etc).- 40mm OD

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl chloride(CPVC) SDR 11 pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipes with clamps at 1.00 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.The rate is including cost and conveyance of all materials, labour charges, sundries,lead,lift,all taxes etc complete as per the direction of Engineer in charge at all levels.(Concealed work including cutting chases and making good the walls etc).- 32mm OD

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl chloride(CPVC) SDR 11 pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipes with clamps at 1.00 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.The rate is including cost and conveyance of all materials, labour charges, sundries,lead,lift,all taxes etc complete as per the direction of Engineer in charge at all levels.(Concealed work including cutting chases and making good the walls etc).- 25mm OD

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl chloride(CPVC) SDR 11 pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipes with clamps at 1.00 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.The rate is including cost and conveyance of all materials, labour charges, sundries,lead,lift,all taxes etc complete as per the direction of Engineer in charge at all levels.(Concealed work including cutting chases and making good the walls etc).- 20mm OD

Supplying, fixing,jointing, testing and commissioning to satisfaction of Engineer in charge of schedule 80 UPVC ASTM pipe and Schedule 80 ASTM-UPVC specials of approved make such as tees elbows, unions,bends,sockets bends,flanges, reducers, end caps,saddles, plugs,coupling, etc. including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing pipe line to the specified hydrostatic test pressure,rectifying any leakage or defects etc. complete.as directed by Engineer-in-Charge for water supply. 80 mm dia ID

Supplying, fixing,jointing, testing and commissioning to satisfaction of Engineer in charge of schedule 80 UPVC ASTM pipe and Schedule 80 ASTM-UPVC specials of approved make such as tees elbows, unions,bends,sockets bends,flanges, reducers, end caps,saddles, plugs,coupling, etc. including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing pipe line to the specified hydrostatic test pressure,rectifying any leakage or defects etc. complete.as directed by Engineer-in-Charge for water supply. 65 mm dia ID

Supplying, fixing,jointing, testing and commissioning to satisfaction of Engineer in charge of schedule 80 UPVC ASTM pipe and Schedule 80 ASTM-UPVC specials of approved make such as tees elbows, unions,bends,sockets bends,flanges, reducers, end caps,saddles, plugs,coupling, etc. including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing pipe line to the specified hydrostatic test pressure,rectifying any leakage or defects etc. complete.as directed by Engineer-in-Charge for water supply. 50 mm dia ID

Supplying, fixing,jointing, testing and commissioning to satisfaction of Engineer in charge of schedule 80 UPVC ASTM pipe and Schedule 80 ASTM-UPVC specials of approved make such as tees elbows, unions,bends,sockets bends,flanges, reducers, end caps,saddles, plugs,coupling, etc. including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing pipe line to the specified hydrostatic test pressure,rectifying any leakage or defects etc. complete.as directed by Engineer-in-Charge for water supply. 40 mm dia ID

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 80 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 65 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 50 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 40 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 32 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 25 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels- 20 mm dia nominal bore

Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Ductile Iron Pipes conforming to IS: 8329 :- 150 mm dia ductile iron class K-9 pipe

SH:EXTERNAL SEWAGE AND TRENCHING LINE Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines- 160mm dia (6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines- 110mm dia (6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines- 75mm dia (6 kg/cm2)

Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines- 50mm dia (6 kg/cm2)

Providing and fixing HDPE pipes PN 12.5 Kg/cm2(SDR-11) including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge for External Sewage line - Exposed on wall- 110mm dia (PN-12.5 kg/cm2)

Providing and fixing HDPE pipes PN 12.5 Kg/cm2(SDR-11) including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge for External Sewage line - Exposed on wall- 160mm dia (PN-12.5 kg/cm2)

Providing and fixing HDPE pipes PN 12.5 Kg/cm2(SDR-11) including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge for External Sewage line - Exposed on wall- 200mm dia (PN-12.5 kg/cm2)

Supplying, assembling, lowering, fixing, testing and commissioning to the satisfaction of the Engineer in charge of below ground fully automatic grease separator,including Grease separator of polyethylene (PE-HD) for below ground installation in accordance with EN 1825 and DIN 4040, with inlet and outlet pipe dia. 160 mm and total capacity of 2170 litres, with provision for direct suction, filling unit, high pressure interior cleaning provision with pump, grease level sensor with cable length 20 meters etc., for automatic operation and Top section for a load class A15 in accordance with EN 124 (With frame from concrete, cover from Cast iron with odour proof seal for a clear opening of 600mm dia., with raising tube for height adjustability from polyethylene) for a nominal size(NS10) model, complete as per manufacturer’s specification. all complete, as per direction of Engineer-in-charge.

Supplying and fixing of sewage transfer submerssible pump(1W+1S) with CI construction, CI impeller complete with motor, base plate, foundation bolts, nuts, pressure guage and all accessories. and working with 415V, 3ph and 50 Hz frequency including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer in charge at all levels. Capacity : 24m3/hr Head : 15 m

Supplying and fixing of sewage transfer submerssible pump(1W+1S) with CI construction, CI impeller complete with motor, base plate, foundation bolts, nuts, pressure guage and all accessories. and working with 415V, 3ph and 50 Hz frequency including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer in charge at all levels. Capacity : 72m3/hr Head : 15 m

Providing and fixing CI Y type strainer rating PN 10 complete with SS 304 filter screen of 1mm Perforation X 24G flanged and connection, flanges etc.including cost and conveyance of all materials,labour etc. complete and as directed by Engineer-in-Charge 110mm Y type strainer

od298974/2021_2022 : Supplying and fixing GM foot valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer -in - charge at all levels. 110 mm dia

Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 150mm

Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 150mm

Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 200mm

Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 250mm

Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 250mm

Bridge And Roof Co. (I) Ltd. (BID ID -2016579)

KBR Infratech Limited (BID ID -2018480)

KEC International Limited (BID ID -2016372)

Tata Projects Ltd. (BID ID -2014652)