CONSTRUCTION OF ADMINISTRATIVE HEAD OFFICE BUILDING FOR PANVEL MUNICIPAL CORPORATION PHASE - I

Amount

Description

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 3.0m to 4.50m) By Mechanical Means

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 3.0m To 4.50 m.) By Mechanical Means

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 4.50m To 6.00 m.) By Mechanical Means

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 3.0m to 4.50 m). By Mechanical Means

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 4.50m to 6.00 m). By Mechanical Means

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 6.00m to 7.50 m). By Mechanical Means

Carriage of material over distance exceeding 0.50 km. including loading and unloading. (for Lead in 3 Km as per Statement -C, pg no 484.) for Murrum, Building Rubish, Earth

Carriage of material over distance exceeding 0.50 km. including loading and unloading. (for Lead in 5 Km as per Statement -C, pg no 484.) for Murrum, Building Rubish, Earth

Carriage of material over distance exceeding 0.50 km. including loading and unloading. (for Lead in 3 Km as per Statement -C, pg no 484.) for Excavated Rock soling stone

Carriage of material over distance exceeding 0.50 km. including loading and unloading. (for Lead in 5 Km as per Statement -C, pg no 484.) for Excavated Rock soling stone

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. (At Ground floor level)

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. (behind retaining wall & above raft slab) Notional quantity

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. (behind retaining wall & above raft slab)

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (below grade slab & above raft slab filling)

Pressure release pipe:-Providing and fixing pressure relief pipes of 50mm diametre of GI as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete

Pressure release pipe:-Providing and fixing pressure relief pipes of 50mm diametre of GI as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete

Providing and laying in situ cement concrete M15 with tremix treatment for 125 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. (At Basement level)

Providing and laying Cast in situ/Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) - PCC below Raft & footing

Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand - (Grade slab at Plinth level & UG tank)

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (Shear wall)

Basement & Ground floor

1st floor

2nd floor

3rd floor

Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (Shear wall)

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (RCC pardi, Retaining wall)

Basement & Ground floor

1st floor

6th Lower floor

6th Upper floor

Terrace floor

Providing and laying Cast in situ/Ready Mix cement concrete M-45 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Basement & Ground floor

1st floor

2nd floor

3rd floor

Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Basement & Ground floor (chiller plant, secuirty cabin, gate etc)

Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade

Basement & Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade

Basement & Ground floor

1st floor

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Basement & Ground floor

1st floor (for Chiller plant, security cabin etc)

Terrace level

Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Basement & Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor

Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap/ granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (including Ramp slab)

Basement & Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Basement & Ground floor

Providing and laying Cast in situ/Ready Mix C.C. M-35 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, steel centering, formwork, cover blocks, laying/pumping, compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

1st floor

2nd floor

5th floor

Terrace floor

Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel)/Thermo-Mechanically Treated bars of grade Fe-500 /Fe 500 D bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (with minimum total elongation of 14.5% confirming to IS-1786.)

Basement-3 to Ground Commercial

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge.

PT strand for Slab & beam

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. (Provisional Notional qty)

For Canopy, flagpost & other Miscellaneous structures if required

Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete.

Terrace floor & above (For Dome & elevational features at terrace)

Supplying & installing of non-corrosive, Spray Applied Cementitious Fireproofing Vermiculite consisting of factory controlled premixed cement with minimum dry density of 350 kg/cum. Spray shall be done in one or more coats of approved make for two hour fire protection rating on structural steel members/sections of different shapes and sizes at all locations. The coating should be asbestos free & non-gypsum based (gypsum based fire proofing material not acceptable). The thickness of fireproofing to be dependent on Hp/A or W/D or A/P as case may be & as calculated by manufacturer & approved by Engineer Incharge. Minimum thickness of fire protection coating to be applied on structural steel of different shape and sizes shall be 17 mm and above irrespective of as calculated by manufacturer to achieve two hour fire protection and to withstand thermal shocks upto 550 Degree Centigrade .Structural steel surface members shall be manually cleaned by wire brush to ensure all it is free of oil, grease, loose mill scale, dirt, dust or other materials that would imp to the surface before the application of the fire protection coating. The fire protection coating of specified thickness shall be achieved by applying the material to structural steel surface by spraying method after mixing the material in recommended quantity of water to achieve the targeted density. The material shall confirm to fire protection requirements of either UL 263 or ASTM E119 or EN. The contractor shall furnish test report from International Test Laboratory of material before execution of work. Item includes cost of all tools, tackles, machineries; scaffolding, proper storage of material etc. required to complete activity & nothing shall be paid extra. Actual surface area of structural steel members shall only be measured for payment. Contractor shall furnish certificate for material & workmanship and fire protection rating for two hours. Approved makes: Bovia 279 Soprema, M II of Isolatek Newkem, Monokote Z146 of Grace, P400 of Promat or equivalent. Minimum performance characteristics of materials shall be as under Physical Properties Requirement Dry Density - 350 Kg/m³ (minimum) ASTM E605 Bond Strength - >400 K Pa (minimum) ASTM E736 Air Erosion - 0.02 g/m² (max ASTM E859 Compressive Strength - >1750 KPa (minimum) ASTM E761 Corrosion Does not promote corrosion of steel ASTM E937 Bond Impact - No cracking, spalling or delamination ASTM E760 Deflection - No cracking, spalling or delamination ASTM E759

Fire protection work

Fully Bonded Sheet Membrane : application below raft and footings & Grade slab Waterproofing of Under Raft Slab /Base Slab : Supplying & installing Colphene BSW / URDIN FBM / Elotene 4500 or approved equivalent by the Design Engineer, positive side waterproofing treatment for “Raft Slab/Base Slab” as per manufacturers specification by using minimum 4.5mm thick , Pre applied, flexible, fully bonded sheet membrane before casting of the base RCC slab. Fully bonded sheet membrane does not require dry PCC/blinding concrete and can be installed on wet/damp PCC as long as PCC is free from ponded water. Fully bonded sheet membrane should have sufficient high puncture resistance of >1210 N (as per ASTM E154) & does not require protection screed protection also & steel reinforcement can be laid directly over the robust membrane allowing faster construction. Fully bonded sheet membrane shall be chemically resistant in all types of soil or water and is unaffected by ground settlement beneath slabs. The fully bonded sheet waterproofing membrane shall have following typical properties : 1) Peel Adhesion to Concrete > 1500 N/M (per ASTM D 903) 2) Tear Strength MD > 600 N (as per ASTM D 5147) 3) Resistance to Hydrostatic Head > 110M (as per ASTM D 5385) 4) Puncture Resistance > 1210 N (as per ASTM E 154) Fully bonded sheet membrane shall be laid over the entire area and returned on to a vertical slab formwork. No Screed Protection Required for Fully Bonded sheet Membrane Allowing Faster Construction The membrane shall be installed with minimum standard 100 mm selvedge laps. Selvedge shall be Duo Selvedge, 55mm self adhesive and 45mm thermofusible film over entire area and turned up on to a vertical timber formwork/blockwork , as per recommendations/drawings. The membrane shall be laid over the concrete blinding having uniform surface, necessary overlaps between the membranes , firm rolling onto the surface to get a tight seal, etc. complete all as per manufacturer’s recommendations, etc. complete with all lead and lift for all materials and labour and as directed by engineer in charge. Fully bonded sheet membrane shall have minimum 100mm DUO SELVEDGE, one self adhesive & other using heat gun. Duo Selvedge will ensure complete lap sealing with lap adhesion of >1500 N/m and provide an intimate bond to the underneath of the poured concrete used as base/ raft slab to resist water migration. Membrane should be supplied with original manufacturer's Material Test Certificate (MTC) & CE marking & membrane should be installed in strict accordance with original manufacturer's instructions and contractor should produce method statement from original product manufacturer. The fully bonded sheet membrane shall consist of a multi layer composite film which consists of high performance SBS and polyester reinforcement and a trafficable weather resistant carbon crystals layer all complete as per manufacturers specifications.

Under raft slab

Providing and applying Vandex BB 75 / Ecorender Plus or approved equivalent waterproofing system in two coats @ 3 kg / sqm by trowelling method by Design Engineer. The 1st coat shall be applied to the prepared surface. Whilst the 1st coat is still “green” a second coat comprising of slurry coatings shall be applied with a stiff masonary brush or stiff broom and worked into every irregularity on the surface shall be done by means of trowelling or by spray only. Treatment to shall be carried out by trowel application using a steel trowel into hardened concrete slab surface including curing, cleaning etc complete as per manufacturers specifications. Providing & laying high density polyethylene (HDPE) dimpled protection and drainage sheet; over the waterproofing membrane on the retaining walls. The protection and drainage sheet shall consist of dimpled HDPE sheet; confirming to EN 13252, Compressive resistance 150 kPa, short width tensile strength MD/CMD - > 200 N/50mm, elongation at max load MD/CMD - > 20%, etc. complete as per manufacturer specifications. The thickness of the boards shall be 7-8 mm.

Retaining wall

Sealing of pre-stressing anchor penetrations :- The 150mm dia. Pipe penetrations will be sealed all around on the membrane with 2 component liquid membrane Alsan Flashing or approved equivalent by the Design Engineer. All system to be installed as per manufacturer's recommendations, etc. complete with all lead and lift for all materials and labour and as direted by Engineer in-charge.

The Pressure-Release Pipes penetrations in raft, 50 mm diameter will be sealed all around on the membrane with , Alsan Flashing or a 2 component liquid membrane & a double sided HDPE tape or approved equivalent by the Design Engineer. All systems to be installed as per manufacturer's recommendations, etc. complete with all lead and lift for all materials and labour and as directed by Engineer in-charge. Note: GI/PVC Pressure Release Pipes shall be fixed and grouting it at later stage shall done by the main contractor.

PRE Treatment to Construction Joints (PRE Construction):- Providing and laying Sopraswell or approced equivalent by Design Engineer Swellable Water Stopper in position at all vertical & horizontal construction joints detailing.It shall resist hydrostatic head of upto 4 bars and have 150% of volume expansion. (Notional qty)

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open minor cracks & construction joints should be sealed with cement mortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment.

i) Making the grooves of size 15 mm x 15 mm along the line of construction joints. ii) Drilling holes in concrete upto 75 mm depth at regular intervals of approx. 1.0 Mtr. c/c Cleaning the surface of construction joints with clean water. iii) Providing and fixing PVC grouting socket of 20mm dia and sealing the periphery of sockets by providing and laying waterproof mortar in ratio of 1:4 admixed with Waterproofing Compound @ 150 ml per bag of cement . And filling the grooves by providing and laying polymer mortor properly, curing etc. complete. iv) Carrying out grouting with cement slurry grout admixed with expandable grout additives Non shrink W/P compound @ 125 ml per cement bag of 50 kg additives to full saturation of grout etc. Complete.

Providing and applying Vandex BB 75 / Ecorender Plus or approved equivalent waterproofing system in two coats @ 3 kg / sqm by trowelling method by Design Engineer. The 1st coat shall be applied to the prepared surface. Whilst the 1st coat is still “green” a second coat comprising of slurry coatings shall be applied with a stiff masonary brush or stiff broom and worked into every irregularity on the surface shall be done by means of trowelling or by spray only. Treatment to shall be carried out by trowel application using a steel trowel into hardened concrete slab surface including curing, cleaning etc complete as per manufacturers specifications.

Providing and applying 2 component Smart Care coal tar epoxy / R 816 CE / TIKI CTE or approved equivalent by Design Engineer which is a two component, coating with percentage solids more than 80%, excellent resistance to affluents, Elongation of >30 as per ASTM D 638, Tensile strength > 3Mpa as per ASTM D 638, Shore A hardness of > 60 as per ASTM D 2240 and an adhesion pull off of >4 Mpa as per ASTM D 4541. 2K coal Tar epoxy has an excellent resistance to micro organsims and effluents. The consumtion shall be 4-5 sqm/litre., all complete as per manufacturers specifications.

Sealing/Packing joints in Outlets Pipes: (Considered upto 150mm dia) - Sealing / packing all joints of outlet pipes, etc. with a non-shrink cementitious grout or microconcrete and topping it with waterproofing membrane including providing necessary formwork for packing the bore & applying a bonding coat to enhance adhesion between the packing material and other surfaces.

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open minor cracks & construction joints should be sealed with cement mortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment.

i) Making the grooves of size 15 mm x 15 mm along the line of construction joints. ii) Drilling holes in concrete upto 75 mm depth at regular intervals of approx. 1.0 Mtr. c/c Cleaning the surface of construction joints with clean water. iii) Providing and fixing PVC grouting socket of 20mm dia and sealing the periphery of sockets by providing and laying waterproof mortar in ratio of 1:4 admixed with Waterproofing Compound @ 150 ml per bag of cement . And filling the grooves by providing and laying polymer mortor properly, curing etc. complete. iv) Carrying out grouting with cement slurry grout admixed with expandable grout additives Non shrink W/P compound @ 125 ml per cement bag of 50 kg additives to full saturation of grout etc. Complete.

Providing and applying Vandex BB 75 / Ecorender Plus or approved equivalent waterproofing system in two coats @ 3 kg / sqm by trowelling method by Design Engineer. The 1st coat shall be applied to the prepared surface. Whilst the 1st coat is still “green” a second coat comprising of slurry coatings shall be applied with a stiff masonary brush or stiff broom and worked into every irregularity on the surface shall be done by means of trowelling or by spray only. Treatment to shall be carried out by trowel application using a steel trowel into hardened concrete slab surface including curing, cleaning etc complete as per manufacturers specifications.

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive Conplast WL / Cebex 100 / repair mortar or equivalent as per manufacturers specification etc complete. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. Providing and applying primer in one coat at coverage of 6-7 Sqm per Ltr using brush or long nap roller prior to application. Allow the surface to dry completely. Providing and applying single / two component WPM 002 / Masterseal 561 / Campolin Fiber / Revestidan or appproved equivalent by Design Engineer, advanced acrylic cementitious modified, fast drying, tough, uniquely formulated with synthetic micro fibers to increase its strength, applying first coat of WPM 002 / Masterseal 561 / Campolin Fiber, sandwiching Deck Web / Chopstrand mat on wet first coat at internal and external corners, allowing it to dry completely, after 4 Hrs time gap, applying second coat of WPM 002 in perpendicular direction to the applied first coat and allowing it to dry completely, etc and complete as per manufacturer's specification. [The membrane shall confirm to:-Elongation at Break : > 150 %; Tensile Strength : > 1 MPa; Water Absorption : 4.3%; Shore A hardness - > 80]

Providing & laying of 25mm thick CM 1:4 protective screed admixed with Conplast WL or equivalent Integral waterproofing compound of approved make as per manufacturers specification.

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive Conplast WL / Cebex 100 / repair mortar or equivalent as per manufacturers specification etc complete. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. Providing and applying primer in one coat at coverage of 6-7 Sqm per Ltr using brush or long nap roller prior to application. Allow the surface to dry completely. Providing and applying single / two component WPM 002 / Masterseal 561 / Campolin Fiber / Revestidan or appproved equivalent by Design Engineer, advanced acrylic cementitious modified, fast drying, tough, uniquely formulated with synthetic micro fibers to increase its strength, applying first coat of WPM 002 / Masterseal 561 / Campolin Fiber, sandwiching Deck Web / Chopstrand mat on wet first coat at internal and external corners, allowing it to dry completely, after 4 Hrs time gap, applying second coat of WPM 002 in perpendicular direction to the applied first coat and allowing it to dry completely, etc and complete as per manufacturer's specification. [The membrane shall confirm to:-Elongation at Break : > 150 %; Tensile Strength : > 1 MPa; Water Absorption : 4.3%; Shore A hardness - > 80]

Providing and applying 10 to 12 mm thick with CM 1:4 for wall plastering admixed with Conplast WL or equivalent integral waterproofing compound etc. complete, as per manufacturer's specifications

Treatment for Core Cutout Area (Considered upto 150mm dia) : Filling the gap between the core cut & pipe using cement mortar & providing & fixing periphery of the pipe with the Deck web / Chopp stand matt sandwitch between the two coats of waterproofing membrane. (Notional qty)

Threshold For Toilets Providing and making barrier bund in micro concrete at door sill outside wet areas. (100MM X 25 MM)

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive Conplast WL / Cebex 100 / repair mortar or equivalent as per manufacturers specification etc complete. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. Providing and applying primer in one coat at coverage of 6-7 Sqm per Ltr using brush or long nap roller prior to application. Allow the surface to dry completely. Providing and applying single / two component WPM 002 / Masterseal 561 / Campolin Fiber / Revestidan or appproved equivalent by Design Engineer, advanced acrylic cementitious modified, fast drying, tough, uniquely formulated with synthetic micro fibers to increase its strength, applying first coat of WPM 002 / Masterseal 561 / Campolin Fiber, sandwiching Deck Web / Chopstrand mat on wet first coat at internal and external corners, allowing it to dry completely, after 4 Hrs time gap, applying second coat of WPM 002 in perpendicular direction to the applied first coat and allowing it to dry completely, etc and complete as per manufacturer's specification. [The membrane shall confirm to:-Elongation at Break : > 150 %; Tensile Strength : > 1 MPa; Water Absorption : 4.3%; Shore A hardness - > 80]

Providing & laying of 25mm thick CM 1:4 protective screed admixed with Conplast WL or equivalent Integral waterproofing compound of approved make as per manufacturers specification.

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive Conplast WL / Cebex 100 / repair mortar or equivalent as per manufacturers specification etc complete. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. Providing and applying primer in one coat at coverage of 6-7 Sqm per Ltr using brush or long nap roller prior to application. Allow the surface to dry completely. Providing and applying single / two component WPM 002 / Masterseal 561 / Campolin Fiber / Revestidan or appproved equivalent by Design Engineer, advanced acrylic cementitious modified, fast drying, tough, uniquely formulated with synthetic micro fibers to increase its strength, applying first coat of WPM 002 / Masterseal 561 / Campolin Fiber, sandwiching Deck Web / Chopstrand mat on wet first coat at internal and external corners, allowing it to dry completely, after 4 Hrs time gap, applying second coat of WPM 002 in perpendicular direction to the applied first coat and allowing it to dry completely, etc and complete as per manufacturer's specification. [The membrane shall confirm to:-Elongation at Break : > 150 %; Tensile Strength : > 1 MPa; Water Absorption : 4.3%; Shore A hardness - > 80]

Providing and applying 10 to 12 mm thick with CM 1:4 for wall plastering admixed with Conplast WL or equivalent integral waterproofing compound etc. complete, as per manufacturer's specifications

The surface shall have less than 4% moisture content prior to application. It should be clean and free of grease, loose particles, dust etc. using mechanical grinding so that it becomes smooth. The surface shall then be primed with moisture cured as per manufacturers specifications & application of polyurethene coating Alsan WPI 250 / Masterseal 800 /Temproof 201 / 60 or approved equivalent by Design Engineer shall be done within 24 hours of primer application. Providing & applying Single / Two componenet Texpur / Alsan WPI 440 / Danocoat I-PU2K / AlphaGuard MT or approved equivalent by Design Engineeer polyurethane or hybrid Polyurea Polyurethane. A high performance,single / two component, low odour, fastcuring,high solids, cold applied 100% pure polyurethane/ hybrid Polyurea Polyurethane Membrane over a uniform surface of slab by roller / squeegee. Apply @ min. 1.6 kgs / m2 in two coats, including application of one coat of epoxy based resin primer @ 0.13-0.15 kg/ m2 if required. Membrane should have following minimum properties: The membrane shall have following properties: i) Tensile Strength > 7.0 MPa (ASTM D412) ii) Elongation > 350% (ASTM D412) iii) Adhesion to concrete - 2 N/ mm2 (ASTM D903) iv) Shore A Hardness - 65 ± 5 (ASTM D2240) v) Chemical Resistance - Excellent (ASTM C543)

Providing & laying of protective Geotextile fabric 120 GSM over the entire membrane with proper overlaps.

Providing and filling avg 100mm thick brickbat / light weight block bat coba waterproofing treatment to specified areas viz terrace, refuge, exposed slabs etc. The slab shall be laid over with brick / block bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with avg thickness of 100mm and required slope at rain over let (for easy flow of water/rain water) Finally the top surface of brick / block bat coba shall be laid over and joints finished with waterproofing layer with CM 1:4 and admixture finished smooth with cement slurry. The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use. (Extra thickness over avg 100mm thick to be paid extra)

Sealing/Packing joints in Outlets Pipes: (Considered upto 150mm dia) - Sealing / packing all joints of outlet pipes, etc. with a non-shrink cementitious grout or microconcrete and topping it with waterproofing membrane including providing necessary formwork for packing the bore & applying a bonding coat to enhance adhesion between the packing material and other surfaces. (Notional qty)

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open minor cracks & construction joints should be sealed with cement mortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment.

i) Making the grooves of size 15 mm x 15 mm along the line of construction joints. ii) Drilling holes in concrete upto 75 mm depth at regular intervals of approx. 1.0 Mtr. c/c Cleaning the surface of construction joints with clean water. iii) Providing and fixing PVC grouting socket of 20mm dia and sealing the periphery of sockets by providing and laying waterproof mortar in ratio of 1:4 admixed with Waterproofing Compound @ 150 ml per bag of cement . And filling the grooves by providing and laying polymer mortor properly, curing etc. complete. iv) Carrying out grouting with cement slurry grout admixed with expandable grout additives Non shrink W/P compound @ 125 ml per cement bag of 50 kg additives to full saturation of grout etc. Complete.

All surface area should cleaned up to thoroughly before application of Nano Lithium Caoting. Cemguard HB 500 / ACT Color / Flowcoat HTS / Danodeck 250 or approved equivalent by the Design Engineer.The two component high performance Hybrid Organic Nano Lithium based floor coating with superior floor protection against abrasion, corrosion, chemical & abuses with a very low VOC and very low odour. The coating shall be applied in two coats @ 0.06 kgs / sqm / coat as per Manufacturers specification to provide strong, dust proof, non staining, better finish (semi gloss) surface top, which will be resistant to acids, oils and reduce maintenance & cleaning cost as well as cut the costly repairs

The surface shall have less than 4% moisture content prior to application. It should be clean and free of grease, loose particles, dust etc. using mechanical grinding so that it becomes smooth. The surface shall then be primed with moisture cured as per manufacturers specifications & application of polyurethene / Hybrid Polyurea Polyurethane coating Texpur / Alsan WPI 440 / Masterseal 800 / AlphaGuard MT or approved equivalent by Design Engineer shall be done within 24 hours of primer application. Providing & applying Single / Two componenet Texpur / Alsan WPI 440 / Danocoat I-PU2K / AlphaGuard MT or approved equivalent by Design Engineeer polyurethane or hybrid Polyurea Polyurethane. A high performance,single / two component, low odour, fastcuring,high solids, cold applied 100% pure polyurethane/ hybrid Polyurea Polyurethane Membrane over a uniform surface of slab by roller / squeegee. Apply @ min. 1.6 kgs / m2 in two coats, including application of one coat of epoxy based resin primer @ 0.13-0.15 kg/ m2 if required. Membrane should have following minimum properties: The membrane shall have following properties: i) Tensile Strength > 7.0 MPa (ASTM D412) ii) Elongation > 350% (ASTM D412) iii) Adhesion to concrete - 2 N/ mm2 (ASTM D903) iv) Shore A Hardness - 65 ± 5 (ASTM D2240) v) Chemical Resistance - Excellent (ASTM C543)

Providing & laying of protective Geotextile fabric 120 GSM over the entire membrane with proper overlaps.

Providing and filling avg 125mm thick brickbat / light weight block bat coba waterproofing treatment to specified areas viz terrace, refuge, exposed slabs etc. The slab shall be laid over with brick / block bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with avg thickness of 125mm and required slope at rain over let (for easy flow of water/rain water) Finally the top surface of brick / block bat coba shall be laid over and joints finished with waterproofing layer with CM 1:4 and admixture finished smooth with cement slurry. The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use. (Extra thickness over avg 125mm thick to be paid extra)

The surface shall have less than 4% moisture content prior to application. It should be clean and free of grease, loose particles, dust etc. using mechanical grinding so that it becomes smooth. The surface shall then be primed with moisture cured as per manufacturers specifications & application of polyurethene / Hybrid Polyurea Polyurethane coating Texpur / Alsan WPI 440 / Masterseal 800 / AlphaGuard MT or approved equivalent by Design Engineer shall be done within 24 hours of primer application. Providing & applying Single / Two componenet Texpur / Alsan WPI 440 / Danocoat I-PU2K / AlphaGuard MT or approved equivalent by Design Engineeer polyurethane or hybrid Polyurea Polyurethane. A high performance,single / two component, low odour, fastcuring,high solids, cold applied 100% pure polyurethane/ hybrid Polyurea Polyurethane Membrane over a uniform surface of slab by roller / squeegee. Apply @ min. 1.6 kgs / m2 in two coats, including application of one coat of epoxy based resin primer @ 0.13-0.15 kg/ m2 if required. Membrane should have following minimum properties: The membrane shall have following properties: i) Tensile Strength > 7.0 MPa (ASTM D412) ii) Elongation > 350% (ASTM D412) iii) Adhesion to concrete - 2 N/ mm2 (ASTM D903) iv) Shore A Hardness - 65 ± 5 (ASTM D2240) v) Chemical Resistance - Excellent (ASTM C543)

Providing and applying 10 to 12 mm thick with CM 1:4 for wall plastering admixed with Conplast WL or equivalent integral waterproofing compound etc. complete, as per manufacturer's specifications

Sealing/Packing joints in Outlets Pipes: (Considered upto 150mm dia) - Sealing / packing all joints of outlet pipes, etc. with a non-shrink cementitious grout or microconcrete and topping it with waterproofing membrane including providing necessary formwork for packing the bore & applying a bonding coat to enhance adhesion between the packing material and other surfaces. (Notional qty)

The surface shall have less than 4% moisture content prior to application. It should be clean and free of grease, loose particles, dust etc. using mechanical grinding so that it becomes smooth. The surface shall then be primed with moisture cured as per manufacturers specifications & application of polyurethene / Hybrid Polyurea Polyurethane coating Texpur / Alsan WPI 440 / Masterseal 800 / AlphaGuard MT or approved equivalent by Design Engineer shall be done within 24 hours of primer application. Providing & applying Single / Two componenet Texpur / Alsan WPI 440 / Danocoat I-PU2K / AlphaGuard MT or approved equivalent by Design Engineeer polyurethane or hybrid Polyurea Polyurethane. A high performance,single / two component, low odour, fastcuring,high solids, cold applied 100% pure polyurethane/ hybrid Polyurea Polyurethane Membrane over a uniform surface of slab by roller / squeegee. Apply @ min. 1.6 kgs / m2 in two coats, including application of one coat of epoxy based resin primer @ 0.13-0.15 kg/ m2 if required. Membrane should have following minimum properties: The membrane shall have following properties: i) Tensile Strength > 7.0 MPa (ASTM D412) ii) Elongation > 350% (ASTM D412) iii) Adhesion to concrete - 2 N/ mm2 (ASTM D903) iv) Shore A Hardness - 65 ± 5 (ASTM D2240) v) Chemical Resistance - Excellent (ASTM C543)

Providing and filling avg 125mm thick brickbat / light weight block bat coba waterproofing treatment to specified areas viz terrace, refuge, exposed slabs etc. The slab shall be laid over with brick / block bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with avg thickness of 125mm and required slope at rain over let (for easy flow of water/rain water) Finally the top surface of brick / block bat coba shall be laid over and joints finished with waterproofing layer with CM 1:4 and admixture finished smooth with cement slurry. The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use. (Extra thickness over avg 125mm thick to be paid extra)

Providing and applying primer in one coat at coverage of 6-7 Sqm per Ltr using brush or long nap roller prior to application. Allow the surface to dry completely. Providing and applying single / two component WPM 002 / Masterseal 561 / Campolin Fiber / Revestidan or appproved equivalent by Design Engineer, advanced acrylic cementitious modified, fast drying, tough, uniquely formulated with synthetic micro fibers to increase its strength, applying first coat of WPM 002 / Masterseal 561 / Campolin Fiber, sandwiching Deck Web / Chopstrand mat on wet first coat at internal and external corners, allowing it to dry completely, after 4 Hrs time gap, applying second coat of WPM 002 in perpendicular direction to the applied first coat and allowing it to dry completely, etc and complete as per manufacturer's specification. [The membrane shall confirm to:-Elongation at Break : > 150 %; Tensile Strength : > 1 MPa; Water Absorption : 4.3%; Shore A hardness - > 80]

All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive Conplast WL / Cebex 100 / repair mortar or equivalent as per manufacturers specification etc complete. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. Providing and applying primer in one coat at coverage of 6-7 Sqm per Ltr using brush or long nap roller prior to application. Allow the surface to dry completely. Providing and applying single / two component WPM 002 / Masterseal 561 / Campolin Fiber / Revestidan or appproved equivalent by Design Engineer, advanced acrylic cementitious modified, fast drying, tough, uniquely formulated with synthetic micro fibers to increase its strength, applying first coat of WPM 002 / Masterseal 561 / Campolin Fiber, sandwiching Deck Web / Chopstrand mat on wet first coat at internal and external corners, allowing it to dry completely, after 4 Hrs time gap, applying second coat of WPM 002 in perpendicular direction to the applied first coat and allowing it to dry completely, etc and complete as per manufacturer's specification. [The membrane shall confirm to:-Elongation at Break : > 150 %; Tensile Strength : > 1 MPa; Water Absorption : 4.3%; Shore A hardness - > 80]

Providing and applying 10 to 12 mm thick with CM 1:4 for wall plastering admixed with Conplast WL or equivalent integral waterproofing compound etc. complete, as per manufacturer's specifications

The surface shall have less than 4% moisture content prior to application. It should be clean and free of grease, loose particles, dust etc. using mechanical grinding so that it becomes smooth. The surface shall then be primed with moisture cured as per manufacturers specifications & application of polyurethene coating Alsan WPI 250 / Masterseal 800 /Temproof 201 / 60 or approved equivalent by Design Engineer shall be done within 24 hours of primer application. Providing & applying Single / Two componenet Texpur / Alsan WPI 440 / Danocoat I-PU2K / AlphaGuard MT or approved equivalent by Design Engineeer polyurethane or hybrid Polyurea Polyurethane. A high performance,single / two component, low odour, fastcuring,high solids, cold applied 100% pure polyurethane/ hybrid Polyurea Polyurethane Membrane over a uniform surface of slab by roller / squeegee. Apply @ min. 1.6 kgs / m2 in two coats, including application of one coat of epoxy based resin primer @ 0.13-0.15 kg/ m2 if required. Membrane should have following minimum properties: The membrane shall have following properties: i) Tensile Strength > 7.0 MPa (ASTM D412) ii) Elongation > 350% (ASTM D412) iii) Adhesion to concrete - 2 N/ mm2 (ASTM D903) iv) Shore A Hardness - 65 ± 5 (ASTM D2240) v) Chemical Resistance - Excellent (ASTM C543)

Providing & laying of protective Geotextile fabric 120 GSM over the entire membrane with proper overlaps.

Providing and filling avg 100mm thick brickbat / light weight block bat coba waterproofing treatment to specified areas viz terrace, refuge, exposed slabs etc. The slab shall be laid over with brick / block bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with avg thickness of 100mm and required slope at rain over let (for easy flow of water/rain water) Finally the top surface of brick / block bat coba shall be laid over and joints finished with waterproofing layer with CM 1:4 and admixture finished smooth with cement slurry. The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use. (Extra thickness over avg 100mm thick to be paid extra)

Providing and applying 10 to 12 mm thick with CM 1:4 for wall plastering admixed with Conplast WL or equivalent integral waterproofing compound etc. complete, as per manufacturer's specifications

Sealing/Packing joints in Outlets Pipes: (Considered upto 150mm dia) - Sealing / packing all joints of outlet pipes, etc. with a non-shrink cementitious grout or microconcrete and topping it with waterproofing membrane including providing necessary formwork for packing the bore & applying a bonding coat to enhance adhesion between the packing material and other surfaces. (Notional qty)

The surface shall have less than 4% moisture content prior to application. All surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction joints should be sealed with cement mortar with additive. All clean & treated area should tested for water tighness by flooding water. All wet spots & water leakage area should mark for treatment. The surface shall then be primed with moisture cured as per manufacturers specifications & application of polyurethene coating Alsan WPI 250 / Masterseal 800 /Temproof 201/60 or approved equivalent by Design Engineer shall be done within 24 hours of primer application. Providing & applying Single / Two componenet Texpur / Alsan WPI 440 / Danocoat I-PU2K / AlphaGuard MT or approved equivalent by Design Engineeer polyurethane or hybrid Polyurea Polyurethane. A high performance,single / two component, low odour, fastcuring,high solids, cold applied 100% pure polyurethane/ hybrid Polyurea Polyurethane Membrane over a uniform surface of slab by roller / squeegee. Apply @ min. 1.6 kgs / m2 in two coats, including application of one coat of epoxy based resin primer @ 0.13-0.15 kg/ m2 if required. Membrane should have following minimum properties: The membrane shall have following properties: i) Tensile Strength > 7.0 MPa (ASTM D412) ii) Elongation > 350% (ASTM D412) iii) Adhesion to concrete - 2 N/ mm2 (ASTM D903) iv) Shore A Hardness - 65 ± 5 (ASTM D2240) v) Chemical Resistance - Excellent (ASTM C543)

Providing & laying of protective Geotextile fabric 120GSM over the entire membrane with proper overlaps.

Providing and filling avg 100mm thick light weight brick / block bat coba waterproofing treatment to specified areas viz terrace, exposed slabs etc. The slab shall be laid over with brick / block bats coba laid & joints filled in with cement mortar 1:5 in true lines & levels gradient with max thickness of 110mm and required slope at rain over let (for easy flow of water/rain water) Finally the top surface of brick / block bat coba shall be laid over and joints finished with waterproofing layer with CM 1:4 and admixture finished smooth with cement slurry. The treated surface after 12 to 15 hrs. thereafter shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/ dampness if any, the surface then shall be cleaned to withstand weather and domestic use. (Extra thickness over avg 100mm thick to be paid extra)

Providing and applying 10 to 12 mm thick with CM 1:4 for wall plastering admixed with Conplast WL or equivalent integral waterproofing compound etc. complete, as per manufacturer's specifications

Providing & laying rolled matrix soil filter cum drainage system VTD / Danodren H15 Plus / Supreme BT - T10 (7-8mm) or approved equivalent by Design Engineer having a compressive strength of 600 kg/Sqm, as per manufacturers specification, complete as directed. The minimum properties should be: i) Puncture resistance (CBR) >2KN ii) Compressive strength 180 KN/m2

Only for Tree Pit Area : Providing & laying Dupont Root Barrier / K10 GRS 2000 / Masterseal 729 or approved equivalwnt by Design Engineer Anti-Root Membrane Barrier which includes cleaning and brushing the concrete surface, grouting the porous area with cement grout if required,and as per manufacturer’s specifications approved by Consultants. The minimum properties should be: Tensile Strenght- EN ISO 10319 - 22 kkN/m Elongation - EN ISO 10319 - 50% Tear Strength - ASTM D4533-91 - 60 kg

Providing & laying rolled matrix soil filter cum drainage system VTD / Danodren H15 Plus / Supreme BT - T10 (7-8mm) or approved equivalent by Design Engineer having a compressive strength of 600 kg/Sqm, as per manufacturers specification, complete as directed. The minimum properties should be: i) Puncture resistance (CBR) >2KN ii) Compressive strength 180 KN/m2

Plum Concrete :- Plum concrete :- Providing, laying and leveling M15 grade plum concrete (ratio 40% of rubble and 60% of concrete) in U.G tank above raft slab or any other location as per the direction of project managae. as specified in the drawing and as per approved Mix Design, with required ingredients Sand, Crushed sand, Metal, Fly ash, Cement, Admixtures etc, Transporting, Laying and placing in position manually of by Pumping, including formwork and shuttering, compaction, curing, consolidation, Concrete Pumping Charges, etc. complete to satisfaction of the Project Manager. The rate shall includes cost of dewatering if required. Minimum cement content shall be as specified in IS 456. (Provisional Notional qty)

Light weight filling:- Providing and laying of light weight fill like (Siporex or equivalent) on structural slab using light weight aggregates of perlite having higher compressive strength and highest fire resistance with thermal / acoustic insulation properties, anti-corrosion, anti-condensation, etc of perlite in the required proportion to get the desired density, mixing, transportation, placing, compacting and finishing to the required level with necessary side supports, equipments, etc complete.

Providing and injecting epoxy grout including structuring of crack in the body of concrete member by sand blasting, fixing inlet tube arrangement including cost of materials, machinery required for the work and labour charges etc. complete. The payment shall be made on the basis of actual weight of approved grout injected.) Epoxy injection grout in between base plate & pedestal / concrete work for Dome above Terrace level of approved make (Notional Quantity)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (Provisional Notional qty)

La Lumière Make - WLL/T/MBM046-PIC120-120W30 - Exterior Surface Mounted Spot Light 120W - 75lm/W - 3000K 90º Distribution - IP66 - Dimension: L257mm x W71mm x H264mm Input Voltage: 220VAC (50-60Hz) Power consumption: 120W Efficiency: 82% Brand of LEDs: LED CREE Angle: 90° Function Dimmer: Non Dimmable Material: Aluminium Finishing (Color housing): Black Class: I

La Lumière Make - WLL/T/MBM047-SAN50S-50WRGB WW - Exterior Surface Mounted Spot Light 50W 75lm/W 3000K 45º Distribution IP66 Dimension: Face170 x H170 mm Input Voltage: 220VAC (50-60Hz) Power consumption: 50W Efficiency: 88% Brand of LEDs: LED CREE Color: Option Angle: 45° Function Dimmer: Non Dimmable Material: Anodized Aluminium, Glass Finishing (Color housing): Grey Class: I

La Lumière Make - WLL/T/MBM049-LL1-19WRGB WW - Exterior surface mounted flat flex profile 19.2W per mtr, RGBWW Material - silicon Beam Angle : 160 degree Encapsulated End cap IP67 Salt water resistant, UV resistant, Anti yellowing properties to be supplied with high quality anodised Aluminium mounting clip with remote driver

La Lumière Make - WLL/T/MBM050-UP1-24W30 - Exterior Inground Recessed Upilghter 8X3W 15º 3000K IP67 Dimension: D150mm x H110mm Input Voltage: 36V 700mA Power consumption: 24W Efficiency: 82% Brand of LEDs: LED CREE Angle: 15°, Material: Aluminium Finishing (Color housing): stainless steel IP: 67 Solid aluminium body SS 316 Faceplate SS 316 screws Best in class thermal management Neoprene Italian all-weather proof cable High quality German IP68 gland with anti capillary feature

La Lumière Make - WLL/T/MBM055-LL2-18WRGBWW Exterior Linear Wallwasher 1000mm 18W RGB WW 120º Distribution - IP66 Dimension: 50mm x 50mm max Input Voltage: 220-240 V operation Power consumption: 18W Efficiency: 82% Brand of LEDs: LED CREE Angle: 120°, Material: Aluminium Finishing (Color housing): smooth silver IP: 67 Die cast aluminium body High quality toughned glass plate SS 316 screws Easy maintainable module system, Best in class thermal management Neoprene all-weather proof Italian cable High quality German IP68 gland with anti capillary feature. with driver having 4 kv surge protection, PF .98 and THD less than 10

La Lumière Make - WLL/T/MBM060-LL2-36W30 - Exterior Linear Wallwasher 1000mm 36W 3000K 120º Distribution IP66 Dimension: 50mm x 50mm max Input Voltage: 220-240 V operation Power consumption: 36W Efficiency: 82% Brand of LEDs: LED CREE Angle: 10°, Material: Aluminium Finishing (Color housing): smooth silver IP: 67 Die cast aluminium body High quality toughned glass plate SS 316 screws Easy maintainable module system, Best in class thermal management Neoprene all-weather proof Italian cable High quality German IP68 gland with anti capillary feature. with driver having 4 kv surge protection, PF .98 and THD less than 10

La Lumière Make - WLL/T/MBM084-NAT250-250W30 - High power projector light , 10 degree, 3000K, IP66, Class 1 - Dimension: L250mm x H169mm x W87mm Input Voltage: 220VAC (50-60Hz) Power consumption: Up 250W Efficiency: 82% Brand of LEDs: LED CREE Color: 3000K Angle: 10° Material: Anodized Aluminium, Glass Finishing (Color housing): Black IP: 66 Class: I Material: Aluminium Finishing

La Lumière Make - WLL/T/MBM052-PIC120-120W30 - Exterior Surface Mounted Spot Light 120W - 75lm/W 3000K 10º Distribution - IP66 Dimension: L257mm x W71mm x H264mm Input Voltage: 220VAC (50-60Hz) Power consumption: 120W Efficiency: 82% Brand of LEDs: LED CREE Angle: 10° Function Dimmer: Non Dimmable Material: Aluminium Finishing

DMX Control System & One time programming charges for RGB WW- Special Wiring needed which is in scope of contractor

Design, Fabricate, package, deliver (to Job site), install & commission Al.Monorail with Spiderman system, I-Bolt system & Aerial work platform. All the cost estimation & work execution should be done in accordance with specification manual & to meet the performance and structural requirements. Aluminium Monorail :Aluminium track profile fixed along with the building perimeter either face mounted or soffit mounted to support & guide monorail traversing trolley.Extruded section made out of 6061/6351 T6 alloy, Yield strength 235MPa, clamped/bolted structure duly hot dip galvanized. Mechanical end stop shall be provided for both end of rail. Standard shall be follows as per EN 1808. Make of Aluminium rail section shall be Jindal / Hindalco/ Bhoruka or approved equivalent.Extruded section should be Powder coated SS travelling Trolley: SS travelling trolley suitable to run on above mentioned monorail profile with PU cord.Movement of trolley shall be manually driven. Monorail supporting bracket – RCC parapet/beam mounted steel fabricated structure duly hot dip galvanized @ 2 m interval or as per requirement shall be provided. Minimum Yield strength for steel section shall be 275MPa.These supporting structure shall be anchored with RCC beam/parapet by means of SS mechanical or chemical anchor as per requirements of Hilti/Fischer make. Aerial Work Platform – Self propelled attery / electric operated Aerial work platform & slimline trolley will drive upto 15% slopes and carry one man to any point within a building to work at heights upto 10 mtrs.Platform will be made of Aluminium having load capacity of 200 Kg. The Cradle shall be equipped with the following Safety Devices.  Anti slack/Fall block-stop safety device for secondary wire rope. (2nos)  Over Load limiter device. (Inbuilt in Traction hoist)  Buffer Plate with top limit switch to avoid over hoisting. (2nos)  Anti collision down trip bar with limit switch to avoid any obstruction  Single-phase preventor fitted at control panel.  Manual descending arrangement (during Power failure) at controlled speed with the help of centrifugal brake (integrated with Traction hoist).  Emergency stop button integrated with control panel.  Over Load relay button integrated with control panel.  Soft rubber Guide Rollers with telescopic bar and brackets. (2nos)  Foam padding for façade side of cradle  Harness anchoring point

Aluminium Alloy Monorail Profile with Nessesary Bends , T-Bolts , end Stop , Joint Plate , Connection Screw ,Washers Etc. (for 2nd to 5th floor)

MS Hot Dip Galvanized Monorail Brackets with Ancor Fastners and accessories

SS Travelling Trolley with PU Cord - Manually driven

Aerial Work Platform working Height 10 meter Single Mast. (for Atrium cleaning)

Rope Ladder (for dome cleaning)

Spiderkit For Spiderman With Rope and All Accessories IBIS Make

I-Bolt at terrace level

Telescopic cleaning pole Supply one 10 meter long aluminum telescoping pole, off tap Soft brush head with built in squeegee. Scope- Supply & demonstrate usage (for Atrium & Ground floor cleaning )

Electrical supply cable & strain relief connectors Scope- Design, supply & commission. Size, Gauge & type of the wire to be as per the design requirements. Note: The quantity of the wire to be calculated to meet the functional requirements.)

2 Aluminium Alloy Made Power Suspended Rootating Cradle with drive, safety devices, wire rope reelers, rope climbing machine, Electrical & accessories. Safe working load 240kg. Two person & cleaning tools. ( Hoist & Safety devices As per CE- Regulation & international standard )

Safety Life Line at Roof level

Installation, Erection -Commissioning, etc.

Design, Fabrication,Supply, Installation,Testing, Protection, Cleaning & Handover of Unitized four sided structural glazing Curtain wall system custom designed to with stand the design wind pressure confirming to IS -875 part III with microwave cured EPDM gaskets, Structural & weather sealants, Open PU cell Spacer tape, backer rod, Bracketing system with Aluminium Alloy of 6061 T6 brackets designed to accommodate three dimensional movements with serrated plate and serrated washers, building plumb tolerances upto +-50mm, SS 316 grade fasteners & Anchor Fasteners, nylon separators to prevent bi-metallic contacts, Aluminium trims and flashings to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. The system design shall be based on Open joint system & design shall include pressure equalization with minimum 3 barrier gaskets for improved weather performance, drainage at all floor levels, spandrel panel shall have pressure release slots on vertical side of profile system to avoid condensation. The design to accommodate building movements, thermal expansions & the seismic movements. The system shall be designed considering surface temperatures of 80-90 deg Cel & temperature differential of 25 deg cel without creating excess stress in the system. All metal joints in the wet area shall be small joint sealant applied to ensure water tightness. The system shall be designed of floor height units spanning between the floors with face / Slab mounted brackets or hook on bracket on mullion with provision to accommodate movement at all floor levels and at every grid panels horizontally. System shall be mounted on to the bracket arrangement with the help of Anchor Fastener. The Bracketing system with Aluminium Alloy with built in serration & serrated washers. The system shall be designed to accommodate DGU in vision area & SGU glass in spandrel area at all floor level. The spandrel panel shall have aluminium adaptor profile to balance the DGU and SGU glass thickness. System shall accommodate openable panel as per architectural requirement in the unitised system . All fix vision glass and openable shall look similar in the elevation. Aluminium Edge Guard shall be fixed at all vertical & Horizontal grooves. Each glass panel shall be structurally glazed on the main unitised profile system . Each glass panel shall be supported for dead load at the bottom of glass with black anodised glass retainers two per panel. The three barrier gasket system consists of 1st , 2nd & 3rd barrier of EPDM gaskets to achieve the required compression & seal in the system. EPDM Gaskets shall be of micro cured (Online Curing) with shore A hardness of 60-65. Flashing / Trim / Floor Closure at Parapet level, floor level, beam bottom level and required flashings shall be provided continuously with required GI / Aluminium sheet. Internal & External concealed Flashings shall be 1.2mm thk GI sheet. External exposed flashing shall be 2 mm thk. Aluminium sheet with SDF coated matching with external Aluminium profiles. Internal exposed flashing shall be 2mm thk. Aluminium sheet with SDF coated matching with internal aluminium profiles. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. The structural profiles shall have minimum 3 mm wall thickness at screwing or load transfer locations & non-structural thickness should be minimum 2 mm. All the external & internal visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604 The non visible aluminium surfaces shall have minimum chromatizing treatment. The system shall demonstrate performance for air seal / water seal / structural /seismic requirement . The system performance test shall be mandatory to verify the design performance meeting the requirement. The performance test shall be carried out at NABL accredited laboratory having fully automised data acquisition system with provision to capture all values directly in the test results sheet . The sequence of test and standard shall be ASTM E 283, ASTM E 331, ASTM E 330 , AAMA 501.1 , AAMA 501.4 Sequence of testing and criteria shall be as per tender Specification. No fabrication / installation at site shall be allowed without successful completion of laboratory performance test. (Separate item quote.)

Quote rate for complete system as mentioned above under (A) - Continuous Glazing

Quote rate for complete system as mentioned above under (A) - Slant glazing

Quote rate for complete system as mentioned above under (A) - Strip glazing at fourth floor

Quote rate for complete system as mentioned above under (A) - Segmented glazing at North & South elevations

Quote rate for complete system as mentioned above under (A) - Inside Strip glazing at East Elevation

Quote rate for complete system as mentioned above under (A) - Strip glazing at 5th floor

Providing and fixing the spandrel shadow box with the mineral wool insulation of 50 mm thick 64 kg/m3 density slab with inbuilt black veil of 0.65 mm firmly held on the 1.2 mm thk. Aluminium sheet tray on front side and G.I. sheet (mill finish) of 1.2 mm thk on back side. The assembly is kept atleast 50 mm away from the glass surface. Aluminium tray have balck color powder coated finish.

Barrier

Providing and fixing the fire barrier. The continuous gap between the façade and the concrete slab edge is to be filled with Fire barrier compressed to the manufacturers’ recommendation with a 2-hour fire resistant period (Integrity 120 min and Insulation 120 min ) tested as per BS476 Part 20 when tested to EN 1364 Part 4 or ASTME 2307 or any other laboratory with accreditation. Thickness of the safing shall be 120 mm minimum top to bottom with factory applied impervious foil face , with foil taped joints on site . Minimum 80kg/m3 density rock fibre insulation , 10% compression at site as per manufacturer recommendation and tested standards. Product waste is non- hazardous with “Zero” VOC content and is recycled material with class M1 environmental rating.The installation shall be in accordance with the manufacturer recommendation and joints between strips has to be sealed properly with Class O aluminum fire rated tape. Provide impaling zinc coated GI clips configured as per fire stop manufacturer’s requirements except as noted herein. Impaling clips shall be fastened to floor slab. Galvanized sheet shall be min1mm thick , with sealed overlaps and interfaces for screeding or flashing. Please consider Intumescent paint applied on GI sheet.

Providing & fixing the Top Hung Open Out (operable) vent, accessories with heavy duty self balancing stainless steel friction hinges .Vent locking accessories with cremone lock and handle with multi point locking mechanism as per structural & performance requirement to keep the vent weather tight. The vent shall comprise of Aluminium outer frame with drainage provisions, crimped corner & shutter frame with Euro grooves with crimped corners. The outer frame fixed to the unitised profile system with necessary SS screws & weather sealant applied from outside. Lock should be typhoon type .The stepped glass design vent shall not be accepted. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. The structural profiles shall have minimum 2.5 mm wall thickness. The transomes shall be flush transom with mullion at all levels. All the internal & external visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604. The non visible aluminium surfaces shall have minimum chromatizing treatment. The grooves between glass to glass in the elevation shall be black in appearance. Top Hung Operable vent system mentioned in a.6 (size 1.6 mtr x 2.15 mtr)

Providing & fixing the Side Hung Open Out (operable) vent, accessories with heavy duty self balancing stainless steel hinges ,Vent locking accessories with cremone lock and handle with multi point locking mechanism to keep the vent weather tight. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. All the internal & external visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604. The non visible aluminium surfaces shall have minimum chromatizing treatment. The grooves between glass to glass in the elevation shall be black in appearance. Side Hung Operable vent system mentioned in a.6 (Size- 800 x 2150 mm)

Providing & fixing of 6 mm thk. Low-E HS glass + 16 mm air gap with Black Anodized Spacer + 6 mm Clear Toughened glass (100% Heat Soak tested). The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Providing & fixing of 6 mm thk. Low-E HS glass + 1.52 mm PVB Lamination+6 mm thk. Clear H.S. glass + 16 mm air gap with Black Anodized Spacer + 6 mm Clear toughened glass (100% Heat Soak tested). The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Providing & fixing of 8 mm thk. Performance H.S. Glass matching to vision glass. The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Providing & fixing of 6 mm thk. Performance H.S. Glass matching to vision glass +1.52 mm PVB Lamination+ 6 mm thk. Clear H.S. glass. The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Design, supply and fixing 0.75 mtr wide GRP (Glassfibre reinofrced Polymer) Catwalk (grating) system with custom designed to with stand the design wind pressure confirming to IS -875 part III and live load of minimum 75 kgs. The system must pass the proof test at 1.5 times design wind pressure without any failure. The system shall be prefabricated custom designed as per Architects requirement. The support for the Grating shall be taken from Aluminum mullions with inbuilt stiffeners and required stainless steel brackets. Design live loads of the FRP gratings for walkway applications shall be 50 psf uniformly distributed load (or as required by the governing building code) with a maximum deflection of 3/8” or L/120 at the center of a simple span OR a concentrated load of 250 pounds with a maximum deflection of ¼” at the center of a simple span.Grating shall have a (square mesh pattern providing bidirectional strength or rectangular mesh pattern – as per approval). Grating shall be reinforced with continuous rovings of equal number of layers in each direction. The top layer of reinforcement shall be no more than 3/16" below the top surface of the grating so as to provide maximum stiffness and prevent resin chipping of unreinforced surfaces. Percentage of glass (by weight) shall not exceed 40% so as to achieve maximum corrosion resistance, and as required to maintain the structural requirements. Fabrication tolerances shall be in accordance with applicable provisions and recommendations of ANSI/NAAMM 531-09 Metal Bar Grating Manual. Design, Fabrication, Supply and install required structural steel frame work in line with design drawings made out of MS pipe sections / Channels / Plates of approved make of first quality confirming to IS standard. The steel design shall accommodate thermal stresses resulting from thermal expansion due to surface temperatures. The steel structure shall be finish with the following, i. Surface Preparation – Blast cleaned to Sa 2.5 confirming to BS EN ISO 8501-1 ii. Primer : Zinc Rich Epoxy 75 micron iii. Barrier : Epoxy Mio 125 micron iv. Finish : Polyurethane – 50 Micron (Only for exposed steel) Quote rate for complete system as mentioned above under (B)

Design, fabrication, supply, installation, testing, protection, cleaning & handover of 30 mm thick GRC Jali cladding with closed joint system custom designed to withstand the design wind pressure confirming to IS -875 part III. (The system must pass the proof test at 1.5 times design wind pressure without any failure). The system shall be designed to accomodate GRC panel of 30mm thick and minimum 50mm at fixing location using MS HGD clamps or SS316 pins, Anchor fasteners of approved make and fasteners as per structural requirement, nylon separators to prevent bi-metallic contacts, non staining weather sealants, Aluminium trims and flashings to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. The system shall be designed to accommodate surface temperatures up to 80°C and expansion contraction resulting from temperature differential of 25°C along with wind load, dead load and thermal loads. Rate shall include to provide smaller size of stone if necessiated to form a patten or at corners including any additional cutting, polishing is involved and the cost shall be inclusive of this. Any corner or junction slab which may be of smaller size should also be supported similarly. Rate shall include to provide the GRC matching the groove / elevation lines , soffits , lintels and sides to prevent water or any insects coming through the gap. The system shall accommodate the replacement possibility of damage GRC Jali panel without disturbing any other panels. The complete system shall be installed using proper scaffoldings. Any other form of access equipment if intended to be forwarded alongwith the structural stability and fit for safe working certificate by certified agency to PMC for their review and approval. Approval of such methods will be at descrition of PMC and client. 30 mm thick GFRC Jali Cladding System as mentioned above (Approved make:Birla White / Everest) Quote rate for complete system as mentioned above under (C)

Design, Fabrication, Supply and install required structural steel frame work in line with design drawings made out of MS pipe sections / I Beams / Channels / Plates of approved make make of first quality confirming to IS standard. The steel design shall accommodate thermal stresses resulting from thermal expansion due to surface temperatures.

The steel structure shall be finish with the following, i. Surface Preparation – Blast cleaned to Sa 2.5 confirming to BS EN ISO 8501-1 ii. Primer : Zinc Rich Epoxy 75 micron iii. Barrier : Epoxy Mio 125 micron iv. Finish : Polyurethane – 50 Micron (Only for exposed steel)

Design, supply and install Frameless full height glazing system , custom designed to with stand the design wind pressure confirming to IS -875 part III.The design shall accommodate glass panel of 22.25 mm thk laminated glass and its dead load. The glass fixed in S.S. 316 channel at top & bottom with supported Glass fin at top. There should be no glass divisions allowed , full height glass need to fix with glass to glass joint having non- staining weather silicone. Design shall accommodate floor movement of 25 mm at the floor bottom SS channel, with SS 316 grade fasteners and anchor bolts 316 grade of approved make, non-staining weather sealants of Dow Corning or approved make, teflon/ nylon bushes & separators to prevent bi-metallic contacts, all in complete required to perform as per specification and drawing in conjunction with BOQ. All glass joints shall be 8 -10 mm minimum between glass to glass and at perimeters 12-15 mm for expansion and sealing. SS Articulated flat headbolts with 12 degree rotation shall be used. End glass panels shall have aluminium anodised channel profile at RCC perimeter for accomodating structural tolerances and weather seal.

Frameless Glazing System Quote rate for complete system as mentioned above under (D) for Main Lobby area

Quote rate for complete system as mentioned above under (D) for Lobby area A,B,C & D

Glass (GLS 05) :- 26.25 mm Thk. Laminated Providing & fixing of 12 mm Extra clear Low iron Fully toughened Glass + 2.25 mm SGP interlayer + 12 mm Clear Extra clear Low iron Fully toughened Glass (100% Heat Soak tested)

M.S. portal Frame: Extra over item for d.1.1 Providing & fixing of Steel Portal frame

Providing & fixing of 1.2 mm thk. S.S. sheet cladding of approved make as per architect's approval on steel portal structure. The fastening brackets of MS with HDG with serrations and serrated washers to arrest the wind load movement, fasteners and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing in conjunction with BOQ

Design, Fabrication,Supply, Installation,Testing, Protection, Cleaning & Handover of Automatic sliding door made out 12 mm thick Extra clear float fully tempered glass with DORMA ES 200 / GEZE operator with sensors on both side of the sliding door shutters glass shall have sealing brush arrangement all around for sealing door with fix glass panels. The Operator shall have cover of SS in No 8 polish finish. The automatic door shall be capable of withstanding the ground floor wind pressure of 1.0 kpa. The door shall remain open under power failure situation with safety need as per EN standard. The quote rate shall include all design, engineering & shop drawing approval from architect & consultant. The quote rate shall include statutory obligations and safety code compliance as per client. Automatic Sliding Door System Quote rate for complete system as mentioned above under item (G) for Door opening 3000mmx2400mm.

Design, Fabrication,Supply, Installation, protection, cleaning & handover of Conventional capped curtainwall system designed to with stand the wind pressure of confirming to IS -875 part III. The profile system is based on capped curtain wall design and glass is held all around by mechanical pressure plate and cap with microwave cured EPDM gaskets in all four sides of glazing, with necessary brackets of Aluminium alloy of 6005 T5 / MS with HDG with three dimentional adjustment with serrations and serrated washers to arrest the wind load movement, Anchor, screws and fasteners with non staining weather sealant and Aluminium flashing sealed all around parameter inside and outside to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. The system design shall be based on Open joint system & design shall include pressure equalization with minimum 2 barrier gaskets for improved weather performance, drainage at all floor levels,Transom shall be overlap with mullion to have proper drainge to mullion. The design to accommodate building movements, thermal expansions & the seismic movements. The system shall be designed considering surface temperatures of 80-90 deg Cel & temperature differential of 25 deg cel without creating excess stress in the system. All metal joints in the wet area shall be small joint sealant applied to ensure water tightness. The system shall be designed of floor height units spanning between the floors with Dead load & wind load brackets with provision to accommodate movement at all floor levels and at every grid panels horizontally. The system shal lbe designed to accommodate 24mm DGU glass panel. System shall accomodate openable panel as per architectural requirment in the system as and when required. Each glass panel shall be supported for dead load at the bottom of glass with black anodised glass retainers two per panel. The two barrier gasket system consists of 1st & 2nd gasket barrier of EPDM gaskets to achieve the required compression & seal in the system. EPDM Gaskets shall be of micro cured (Online Curing) with shore A hardness of 60-65. Flasing / Trim / Floor Closure at Parapet level, floor level, beam bottom level and required flashings shall be provided continueously with required GI / Aluminium sheet. Internal & External concelled Flashings shall be 1.0mm thk GI sheet. External exposed flashing shall be 1.5 mm thk. Aluminium sheet with SDF coated matching with external Aluminium profiles. Internal exposed flashing shall be 1.2 mm thk. Aluminium sheet with powder coated matching with internal aluminium profiles. Design, fabrication, supply, installation, cleaning & handover Double shutter aluminium framed swing door custom designed to withstand the design wind pressure. The system shall have two barrier gasket system for weather sealing & provision for aluminium thrash hold at bottom . The profile system shall beconsist of heavy duty outer and shutter frame assembly with minimum of 2 mm thickness. The door consist of heavy duty floor spring as per requirement. The system shall have necessary arrangement for concealed door closure , Three leaf projected type heavy duty hinges of approved make , Microwave cured EPDM gaskets .Door shutter profile to accommodate the 28 mm DGU glass, weather sealants, SS 316 grade screws and fasteners of approved make, all in complete required to perform as per specification and drawing in conjunction with BOQ. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. The profiles shall have minimum 2 mm wall thickness. All the internal visible & externally visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604. The non visible aluminium surfaces shall have minimum chromatizing treatment.

Male Lounge

Female Lounge

Lounge for disabled

Executive dining Room

Cafeteria Seating

Recreation Room

Lobby

Library Room

Fire Room

Med Room

Inward & Outward

Electronic Tendering

Citizen Facility

Vision Glass + Openable Glass (GLS 01) : 28 mm DGU Providing & fixing of 6 mm thk. Low-E HS glass + 16 mm air gap with Black Anodized Spacer + 6 mm Clear Toughened glass (100% Heat Soak tested). The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Aluminium framed door system : Extra over e.1 Quote rate for complete system as mentioned above With fittings under item (E) - Double leaf (Size : 1150mm X 2400mm - 12 nos )

Dry Granite Cladding Design, Fabrication, Supply, Installation, Protection, Cleaning & Handover of granite - Dry type ventilated fixing with open joint system using approved color granite slab not less than 20 mm thick and size custom designed to withstand the design wind pressure confirming to IS-875 part III. The system shall be designed to accommodate granite panel of 20 mm thickness and size as per drawings in open joint system fixed on vertical aluminium framing fixed with fasteners, which could be RCC or brick fasteners or chemical fasteners depending on the weight of the stone. The horizontal sections are fixed to the vertical sections with nuts and bolts. The stone slabs are then fixed to the horizontal profile by inserting the groove of the stone in the vertical flap of the horizontal profile. Successive stones are then placed starting from the lowermost level all complete required to perform as per specifications and drawings in conjunction with BOQ. The granite shall be treated with resign based sealer so that water absorption can be reduce and it also helps in reduction of formation of moss and dust deposition.All M.S shall be Hot dip Galvanized with 100 mic. Scope of work shall include for groove cutting, chamfering, edge polishing, fabrication, anchor fasteners, scaffolding to the required heights, wastages, work at all levels and heights, cleaning the surface, protection of the tile from any damage till handed over to the Employer. The system shall accommodate the replacement possibility of damaged Granite without disturbing any other panels. The extruded aluminium sections of Alloy 6060 T5 and tolerances confirming to EN standard from approved extruder. All the aluminium grid work members shall have minimum anodizing finish (20-22 micron).

Quote rate for complete system as mentioned above under (F) at Entrance Portal & Column Cladding

20 mm thk. Granite with Silk finish (Approved make: CMC / Stonex) Quote rate for suply of 20 mm thk. Granite having Silk finish as per Architect 's approval

Glass Railing Design, supply and install Glass Railing system having height 0f 1200 mm from FFL ( SS 316 Grade) at refuge floor and terrace level, custom designed to with stand the design wind pressure confirming to IS -875 part III.The design shall accommodate glass panel of 12.89 mm thk Sentry laminated glass and its dead load. The glass will be fixed with S.S. balustrade post having minimum thickness of 12 mm as per structural requirement to be fixed with necessary connection made out of stainless steel fittings of approved design with necessary termination /bends etc. complete. It shall consist of 50 mm dia. S.S. hand rail fixed on balustrade. Design shall accommodate floor movement of 25 mm at the floor bottom SS base plate, with SS 316 grade fasteners and anchor bolts 316 grade of approved make, weather sealants of Dow Corning or approved make, teflon/ nylon bushes & separators to prevent bi-metallic contacts, all in complete required to perform as per specification and drawing in conjunction with BOQ.

Quote rate for complete system as mentioned above under (G)

Glass :- 12.89 mm Thk.Sentry Plus Laminated (GLS 06) Providing & fixing of 6 mm Clear Float Glass Toughened + 0.89 mm SGP interlayer + 6 mm Clear Float toughened Glass (100% Heat Soak Tested)

Semi-unitized Vertical Strip Glazing at 6th Floor Design, Fabrication,Supply, Installation, cleaning & handover of Semi-unitize glazing system designed to with stand the wind pressure of confirming to IS -875 part III. The profile system consist of glass which structurally glazed on sash profile with double sided tape & structural silicone, with necessary brackets of Aluminium alloy of 6005 T6/ MS with HDG with three dimentional adjustment with serrations and serrated washers to arrest the wind load movement, Anchor, screws and fasteners with non staining weather sealant and Aluminium flashing sealed all around parameter inside and outside to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. The system design shall be based on closed joint system & with minimum 2 barrier gaskets for improved weather performance, drainage at all floor levels, spandrel panel shall have pressure release slots on vertical side of profile system to avoid condensation. The design to accommodate building movements, thermal expansions & the seismic movements. The system shall be designed considering surface temperatures of 80-90 deg Cel & temperature differential of 25 deg cel without creating excess stress in the system. All metal joints in the wet area shall be small joint sealant applied to ensure water tightness. The three barrier gasket system consists of 1st & 2nd gasket barrier of EPDM gaskets to achieve the required compression & seal in the system. EPDM Gaskets shall be of micro cured (Online Curing) with shore A hardness of 60-65. Flasing / Trim / Floor Closure at Parapet level, floor level, beam bottom level and required flashings shall be provided continueously with required GI / Aluminium sheet. Internal & External concelled Flashings shall be 1.0mm thk GI sheet. External exposed flashing shall be 2 mm thk. Aluminium sheet with SDF coated matching with external Aluminium profiles. Internal exposed flashing shall be 2mm thk. Aluminium sheet with SDF coated matching with internal aluminium profiles. Design, fabrication, supply, installation, cleaning & handover Double shutter aluminium framed swing door custom designed to withstand the design wind pressure. The system shall have two barrier gasket system for weather sealing & provision for aluminium thrash hold at bottom . The profile system shall beconsist of heavy duty outer and shutter frame assembly with minimum of 2 mm thickness. The door consist of heavy duty floor spring as per requirement. The system shall have necessary arrangement for concealed door closure , Three leaf projected type heavy duty hinges of approved make , Microwave cured EPDM gaskets .Door shutter profile to accommodate the 28 mm DGU glass, weather sealants, SS 316 grade screws and fasteners of approved make, all in complete required to perform as per specification and drawing in conjunction with BOQ. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. The structural profiles shall have minimum 2 mm wall thickness. All the internal & externally visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604 The non visible aluminium surfaces shall have minimum chromatizing treatment.

Quote rate for complete system as mentioned above under (H)

Providing and fixing the spandrel shadow box with the mineral wool insulation of 50 mm thick 64 kg/m3 density slab with inbuilt black veil of 0.65 mm firmly held on the 1.2 mm thk. Aluminium sheet tray on front side and G.I. sheet (mill finish) of 1.2 mm thk on back side. The assembly is kept atleast 50 mm away from the glass surface. Aluminium tray have balck color powder coated finish.

Providing & fixing of 6 mm thk. Low-E HS glass + 16 mm air gap with Black Anodized Spacer + 6 mm Clear Toughened glass (100% Heat Soak tested). The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Providing & fixing of 8 mm thk. Performance H.S. Glass matching to vision glass. The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Quote rate for complete system as mentioned above With fittings under item (H) - Double leaf (Size : 1500mm X 2400mm - 4 nos )

GRC Circular Column Cladding at 6th Floor Design, fabrication, supply, installation, testing, protection, cleaning & handover of 30 mm thick GRC circular columncladding with closed joint system custom designed to withstand the design wind pressure confirming to IS -875 part III. The system shall be designed to accomodate GRC panel of 30mm thick and minimum 50mm at fixing location using MS HGD clamps or SS316 pins, Anchor fasteners of approved make and fasteners as per structural requirement, nylon separators to prevent bi-metallic contacts, non staining weather sealants, Aluminium trims and flashings to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. The system shall be designed to accommodate surface temperatures up to 80°C and expansion contraction resulting from temperature differential of 25°C along with wind load, dead load and thermal loads. Rate shall include to provide smaller size of stone if necessiated to form a patten or at corners including any additional cutting, polishing is involved and the cost shall be inclusive of this. The system shall accommodate the replacement possibility of damage GRC panel without disturbing any other panels. The complete system shall be installed using proper scaffoldings. Any other form of access equipment if intended to be forwarded alongwith the structural stability and fit for safe working certificate by certified agency to PMC for their review and approval. Approval of such methods will be at descrition of PMC and client.

30 mm thick GRC Circular Column Cladding System as mentioned above (Approved make:Birla White / Everest) Quote rate for complete system as mentioned above under (I)

GRC Cladding at Terrace Projection with Horizontal Fins Design, fabrication, supply, installation, testing, protection, cleaning & handover of 30 mm thick GRC cladding with closed joint system custom designed to withstand the design wind pressure confirming to IS -875 part III. The system shall be designed to accomodate GRC panel of 30 mm thick and minimum 50mm at fixing location using MS HGD clamps or SS316 pins, Anchor fasteners of approved make and fasteners as per structural requirement, nylon separators to prevent bi-metallic contacts, non staining weather sealants, Aluminium trims and flashings to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. The system shall be designed to accommodate surface temperatures up to 80°C and expansion contraction resulting from temperature differential of 25°C along with wind load, dead load and thermal loads. Rate shall include to provide smaller size of stone if necessiated to form a patten or at corners including any additional cutting, polishing is involved and the cost shall be inclusive of this. Any corner or junction slab which may be of smaller size should also be supported similarly. Rate shall include to provide the GRC matching the groove / elevation lines , soffits , lintels and sides to prevent water or any insects coming through the gap. The system shall accommodate the replacement possibility of damage GRC panel without disturbing any other panels Design, Fabrication, Supply and install required structural steel frame work in line with design drawings made out of MS pipe sections / I Beams / Channels / Plates of approved make make of first quality confirming to IS standard. The steel design shall accommodate thermal stresses resulting from thermal expansion due to surface temperatures. The concealed non-exposed steel structure shall have Hit deep galvanising finish. The exposed steel structure shall have finish with the following, i. Surface Preparation – Blast cleaned to Sa 2.5 confirming to BS EN ISO 8501-1 ii. Primer : Zinc Rich Epoxy 75 micron iii. Barrier : Epoxy Mio 125 micron iv. Finish : Polyurethane – 50 Micron (Only for exposed steel) The complete system shall be installed using proper scaffoldings. Any other form of access equipment if intended to be forwarded alongwith the structural stability and fit for safe working certificate by certified agency to PMC for their review and approval.

30 mm thick GRC Panel Cladding System as mentioned above (Approved make:Birla White / Everest) Quote rate for complete system as mentioned above under (J)

MS Support Structure Quote rate for complete MS support system as mentioned above under (J)

MS Support Structure Coating Fiinish Quote rate for complete MS support system coating as mentioned above under (J)

Dome Skylight at Terrace Design, Fabrication,Supply, Installation, cleaning & handover of Elliptical Dome shape Skylight glazing system designed to with stand the wind pressure of confirming to IS -875 part III. The profile system consist of glass which mechanically fixed to Mullion & transom profiles with aluminium toggle. The mullions and transoms are installed on MS brackets welded to the steel structure. (As indicated in the concept tender drawing) with three dimentional adjustment with serrations and serrated washers to arrest the wind load movement, Anchor, screws and fasteners with non staining weather sealant and aluminium flashing sealed all around parameter inside and outside to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. Glass mechanically fixed with pressure plate & cover cap on mullion. Grooves between transom & glass should be filled with non staining non bleeding weather silicone as per tender intent drawings. The system design shall be based on closed joint system & with minimum 2 barrier gaskets for improved weather performance, drainage at all floor levels. The design to accommodate building movements, thermal expansions & the seismic movements. The system shall be designed considering surface temperatures of 80-90 deg Cel & temperature differential of 25 deg cel without creating excess stress in the system. All metal joints in the wet area shall be small joint sealant applied to ensure water tightness. The two barrier gasket system consists of 1st & 2nd gasket barrier of EPDM gaskets to achieve the required compression & seal in the system. EPDM Gaskets shall be of micro cured (Online Curing) with shore A hardness of 60-65. Provide exterior perimeter sealants where skylight abutt adjacent materials including, but not limited to concrete shear walls, slab on grade and penetrations for ancillary equipment, accessories and full proof system. Flasing / Trim / Floor Closure at Parapet level, floor level, beam bottom level and required flashings shall be provided continueously with required aluminium sheet & 1 mm thk. waterprrofing membrane. System shall have aluminium bend sheet flashing member from outside with thermal insulation as indicated in tender concept drawings. Internal & External concealed flashings shall be 1 mm thk Aluminium sheet. External & internal exposed flashing shall be 2 mm thk. aluminium sheet. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. The structural profiles shall have minimum 2.5 mm wall thickness. All the internal & externally visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604 with minimum warranty of 15 years. The non visible aluminium surfaces shall have minimum chromatizing treatment. Design, Fabrication, Supply and install required structural steel frame work in line with design drawings made out of MS pipe sections / I Beams / Channels / Plates of approved make make of first quality confirming to IS standard. The steel design shall accommodate thermal stresses resulting from thermal expansion due to surface temperatures. The steel structure shall be finish with the following, i. Surface Preparation – Blast cleaned to Sa 2.5 confirming to BS EN ISO 8501-1 ii. Primer : Zinc Rich Epoxy 75 micron iii. Barrier : Epoxy Mio 125 micron iv. Finish : Polyurethane – 50 Micron (Only for exposed steel)

Skylight glazing system Quote rate for complete system as mentioned above under (K)

Vision Glass (GLS 07) : 37.52 mm DGU Laminated Providing & fixing of 8 mm thk. Low-E coating HS glass + 16 mm air gap with Black Anodized Spacer + 6 mm Clear H.S. glass+1.52 mm PVB Lamination+6 mm thk. Clear H.S. glass .The glass properties & specification shall confirm to as mentioned in tender specification Annexure

2 mm thk. Aluminium Sheet Cladding Supply & fixing of 2 mm thk. Aluminium solid sheet cladding at periphery & top with necessary aluminium framing & brackets as per tender intent drawings.The quote rate shall include all design, engineering & shop drawing approval from architect & consultant. The quote rate shall include all Taxes, duties, statutory obligations and safety code compliance as per client.

Steel Structure Work Providing & fixing of steel Structure to support for Skylight .

MS Support Structure Coating Fiinish Quote rate for complete MS support system coating as mentioned above under (K)

Glass Skylight at Second Floor Design, Fabrication,Supply, Installation, cleaning & handover of Skylight glazing system designed to with stand the wind pressure of confirming to IS -875 part III. The profile system consist of glass which mechanically fixed to Mullion & transom profiles with aluminium toggle. The mullions and transoms are installed on MS brackets welded to the steel structure. (As indicated in the concept tender drawing) with three dimentional adjustment with serrations and serrated washers to arrest the wind load movement, Anchor, screws and fasteners with non staining weather sealant and aluminium flashing sealed all around parameter inside and outside to seal the gaps between curtain wall and the building structure all complete required to perform as per specification and drawing in conjunction with BOQ. Glass mechanically fixed with pressure plate & cover cap on mullion. Grooves between transom & glass should be filled with non staining non bleeding weather silicone as per tender intent drawings. The system design shall be based on closed joint system & with minimum 2 barrier gaskets for improved weather performance, drainage at all floor levels. The design to accommodate building movements, thermal expansions & the seismic movements. The system shall be designed considering surface temperatures of 80-90 deg Cel & temperature differential of 25 deg cel without creating excess stress in the system. All metal joints in the wet area shall be small joint sealant applied to ensure water tightness. The two barrier gasket system consists of 1st & 2nd gasket barrier of EPDM gaskets to achieve the required compression & seal in the system. EPDM Gaskets shall be of micro cured (Online Curing) with shore A hardness of 60-65. Provide exterior perimeter sealants where skylight abutt adjacent materials including, but not limited to concrete shear walls, slab on grade and penetrations for ancillary equipment, accessories and full proof system. Flasing / Trim / Floor Closure at Parapet level, floor level, beam bottom level and required flashings shall be provided continueously with required aluminium sheet & 1 mm thk. waterprrofing membrane. System shall have aluminium bend sheet flashing member from outside with thermal insulation as indicated in tender concept drawings. Internal & External concealed flashings shall be 1 mm thk Aluminium sheet. External & internal exposed flashing shall be 2 mm thk. aluminium sheet. The extruded aluminium sections of Alloy 6063 T5 / T6 & tolerances confirming to DIN / EN standard from approved extruder. The structural profiles shall have minimum 2.5 mm wall thickness. All the internal & externally visible surfaces shall have high Durability (Akzonobel) / Super durable (Jotun) Powder coating of 60 - 80 micron confirming to AAMA 2604 with minimum warranty of 15 years. The non visible aluminium surfaces shall have minimum chromatizing treatment. Design, Fabrication, Supply and install required structural steel frame work in line with design drawings made out of MS pipe sections / I Beams / Channels / Plates of approved make make of first quality confirming to IS standard. The steel design shall accommodate thermal stresses resulting from thermal expansion due to surface temperatures. The steel structure shall be finish with the following, i. Surface Preparation – Blast cleaned to Sa 2.5 confirming to BS EN ISO 8501-1 ii. Primer : Zinc Rich Epoxy 75 micron iii. Barrier : Epoxy Mio 125 micron iv. Finish : Polyurethane – 50 Micron (Only for exposed steel)

Skylight glazing system Quote rate for complete system as mentioned above under (M)

Vision Glass (GLS 07) : 37.52 mm DGU Laminated Providing & fixing of 8 mm thk. Low-E coating HS glass + 16 mm air gap with Black Anodized Spacer + 6 mm Clear H.S. glass+1.52 mm PVB Lamination+6 mm thk. Clear H.S. glass .The glass properties & specification shall confirm to as mentioned in tender specification Annexure.

Steel Structure Work Providing & fixing of steel Structure to support for Skylight .

MS Support Structure Coating Fiinish Quote rate for complete MS support system coating finsih as mentioned above under (L)

Perfomance Testing (Off Site Test ) Untize glazing system shall demonstrate performance for air seal / water seal / structural /seismic requirement . The system performance test shall be mandatory to verify the design performance meeting the requirement. The performance test shall be carried out at NABL accredited laboratory having fully automised data acquisition system with provision to capture all values directly in the test results sheet . The sequence of test and standard shall be ASTM E 283, ASTM E 331, ASTM E 330 , AAMA 501.1 , AAMA 501.4 Sequence of testing and criteria shall be as per tender Specification. No fabrication / installation at site shall be allowed without successful completion of laboratory performance test.

Perfomance Testing (Off Site Test ) as mentioned above under (N)

MASONRY WORK

Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x225)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in foundaions and plinth of inner walls/in plinth external walls including bailing out water,striking joints on unexposed faces,racking out joints on exposed faces and watering etc.complete Spec : As directed by Engineer in Charge.

Do as above Item No. 5.1 but for 150 thick Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x150)mm

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

Providing and constructing masonry in Autoclaved Areaclaved (Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size (625x 240x100)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in half brick thick wall including 2 hoop iron strips 25mm x 1.6mm at every third course,properly bend and bonded at ends scaffolding racking out joints and watering compete Spec : As directed by Engineer in Charge.

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Spec : Bd. L.2 Page Number 368

For Duct Wall Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles) (As directed by Engineer in Charge) Spec : As directed by Engineer in Charge.

Extra over above Item No. 6.1.1 & 6.1.2 for providing and applying approved make "hacked Plaster" over concrete surfaces prior to plstering as specfied by the approved manufacturer at all complete at all heights and leads to the entire satisfaction of the EIC.

Extra over above Item No. 6.1.1 & 6.1.2 for providing and fixing 300mm wide 22 gauge Chicken mesh at concrete & masonry junctions as specified all complete at all heights and leads to the entire satisfaction of the EIC.

Extra over above Item No. 6.1.1 & 6.1.2 for adding approved make Non-shrinking compound in cement mortar as specified by the approved manufacturer to the entire satisfaction of the EIC.

Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. Spec : As directed by Engineer in Charge.

Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size (625x240x225)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in superstucture including,striking joints,racking out joints watering and scaffolding etc.complete Spec : As directed by Engineer in Charge.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Do as above Item No. 5.1 but for 150 thick Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x150)mm

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Providing and constructing masonry in Autoclaved Areaclaved (Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size (625x 240x100)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in half brick thick wall including 2 hoop iron strips 25mm x 1.6mm at every third course,properly bend and bonded at ends scaffolding racking out joints and watering compete Spec : As directed by Engineer in Charge.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

To Internal walls Providing, preparing and plastering readymade proprietary Gypsum plaster to internal walls and ceilings average 10-13mm thick using Gyproc (universal) Elite plaster or equivalent approved, wall surfaces of concrete, masonry work, including approved 22 gauge GI mesh @ 300 mm wide with mesh reinforcement of approved make and quality wherever required at junctions of masnory and concrete, doing jambs, sills, all types of groovesas shown in the drawing, wattas, rounding of corners etc. all complete as per architectural drawing, specification and directed by EIC, at all lift, lead and depth, doing independent double legged scaffolding, making gypsum plaster mix as per approved manufacturer’s instruction, applying high grade polymer based bonding agent (Gyproc Bond IT) on RCC surfaces etc. complete as per manufacturer's specifications and approved by EIC. Plastering shall be to correct line, levels and plumb including curing, cleaning etc. complete to entire satisfaction of EIC.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. Spec : As directed by Engineer in Charge.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Providing and applying 12mm thick plaster in cement mortar mix ratio CM 1:4 (1 cement : 4 sand) mixed with polypropylene fibers as per instruction of the approved manufacturer, to internal surfaces of concrete and masonry work; including raking out joints, hacking concrete surfaces and applying approved chemical bonding agent and applying a scratch coat over concrete surfaces by bonding / adhesive chemical coat as directed by approved manufacturer to create a key, cleaning / grooving deep junctions of concrete & masonry, grouting then back by mortar mixed with non shrinking compound along with packing of clean, fresh square cut aggregate; also providing and fixing 22 gauge GI chicken mesh @ 300 mm wide to junctions of concrete and masonry, preparing jambs, sills, grooves, pattas, wattas, rounding of corners, etc. all complete as per architectural drawings, specifications and finished smooth with wooden rundha etc. or as specified by the EIC at all leads,depth and lifts, doing independent double-legged scaffolding, cleaning of surfaces, curing, etc. complete as per specification and to the approval of the EIC.

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. (Provisional quantity) Spec : Bd. L.2 Page Number 368

For Duct Wall Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles) (As directed by Engineer in Charge) Spec : As directed by Engineer in Charge.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Extra over above Item No. 6.3.1 & 6.3.2 for providing and applying approved make "hacked Plaster" over concrete surfaces prior to plstering as specfied by the approved manufacturer at all complete at all heights and leads to the entire satisfaction of the EIC.

Extra over above Item No. 6.3.1 & 6.3.2 for providing and fixing 300mm wide 22 gauge Chicken mesh at concrete & masonry junctions as specified all complete at all heights and leads to the entire satisfaction of the EIC.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Extra over above Item No. 6.3.1 & 6.3.2 for adding approved make Non-shrinking compound in cement mortar as specified by the approved manufacturer to the entire satisfaction of the EIC.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. Spec : As directed by Engineer in Charge. (Provisional quantity)

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec : Bd.L.7 Page Number 369

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Extra over above Item No. 6.5 for providing and applying approved make "hacked Plaster" over concrete surfaces prior to plstering as specfied by the approved manufacturer at all complete at all heights and leads to the entire satisfaction of the EIC.

Extra over above Item No. 6.5 for providing and fixing 300mm wide 22 gauge Chicken mesh at concrete & masonry junctions as specified all complete at all heights and leads to the entire satisfaction of the EIC.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Extra over above Item No. 6.5 for adding approved make Non-shrinking compound in cement mortar as specified by the approved manufacturer to the entire satisfaction of the EIC.

Ground floor

1st floor

2nd floor

3rd floor

4th floor

5th floor

6th Lower floor

6th Upper floor

Terrace floor & above

Supplying & laying HMS PVC conduit 20 mm dia. with necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC.

Supplying & erecting HMS P.V.C. conduit 25 mm. dia. with necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.

Supplying & laying HMS PVC conduit 32 mm dia with necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC

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