Transformative Restoration and Enrichment works of Chaurasi Kutiya Swargashram, Gauhari Range Rishikesh ( Uttarakhand).

Amount

EARTH WORK & CARRIAGE OF MATERIAL Note: 1) The method of excavation shall be approved by the Engineer in charge before execution. 2) Excavation shall be carried out very carefully without damaging existing structures and surrounding if any. 3) If required, the contractor shall provide stabilization by any means to protect the foundation of the existing structure and building without any extra cost. 4) Rate shall include dewatering work (pumping out and removing slush) while execution in underwater condition if required.

Clearing and grubbing Clearing and grubbing of topsoil, up-rooting rank vegetation, grass bushes, shrubs, saplings, trees of any girth, any size and any species, removal of stumps of trees cut earlier, debris of dismantling work, etc by any means and disposing of all materials for all lead and all lift at the non-objectionable place, etc. complete as per detailed specification and as directed by Engineer-in-charge.

Cleaning with Chemicals Cleaning any surface/any element, and removing dirt, dust, bird droppings, grease, oil, algae, fungus, monkey beats, vegetable growth, etc. or similar, up to the satisfaction of the engineer in charge including washing the surface with a chemical cleaning agent (if required) as approved by Engineer-in-charge, of approved make and manufacturer, filling chemical in gaps of structure (where vegetable roots to be removed) to stop the vegetable growth again, cleaning with a machine operated water jet or other any means, without causing any damage to the surface/ element/ surrounding and finally washing the surface with clean water with the help of pressure jet machine or any other means, complete in all respect, including taking all precautions to safeguard any elements of structure, etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge. Item shall be executed only after prior approval of the Engineer incharge regarding where it shall be required to execute for all floor, all levels, all depth etc. complete. 1) Existing Building Cleaning Works The single time Built-up area of the of the building where cleaning is executed shall be considered for payment. contractor shall get approval of area of cleaning for payment from the engineer in charge before executing the work.

Cleaning with Chemicals Cleaning any surface/any element, and removing dirt, dust, bird droppings, grease, oil, algae, fungus, monkey beats, vegetable growth, etc. or similar, up to the satisfaction of the engineer in charge including washing the surface with a chemical cleaning agent (if required) as approved by Engineer-in-charge, of approved make and manufacturer, filling chemical in gaps of structure (where vegetable roots to be removed) to stop the vegetable growth again, cleaning with a machine operated water jet or other any means, without causing any damage to the surface/ element/ surrounding and finally washing the surface with clean water with the help of pressure jet machine or any other means, complete in all respect, including taking all precautions to safeguard any elements of structure, etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge. Item shall be executed only after prior approval of the Engineer incharge regarding where it shall be required to execute for all floor, all levels, all depth etc. complete. 2) Independent Existing vertical element cleaning works i.e. compound wall/toe wall etc, the Elevation area of the element shall be measured for the payment. contractor shall get approval of area of cleaning for payment from the engineer in charge before executing the work.

Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of bottom, and disposal of surplus excavated earth for all lead within site area/ plot boundary and lift upto 1.5 mt depth including dewatering and working in or under water and/or liquid mud, including pumping out water/ slush as required etc complete as directed by engineer-in-charge. in case of excavation for making base for road work, pavement works walkway, etc, proper slop and camber by any means shall be maintain and dressing of the sides shall be made as per requirement and as directed by engineer-in-charge.

Extra for every additional lift of 1.5 m or part thereof in excavation for all kind of soil

Excavation for any type of rock Earthwork in excavation for any type of rock (without blasting) by any means including getting out the excavated rock, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of excavated rock for all lead within the site area/ plot boundary and lift upto 1.5 mt depth, dewatering (if required), etc complete as directed by engineer-in-charge. Serviceable and un-serviceable material shall be decided by the Engineer in charge. Serviceable material shall be stacked at any location for all lead and lift as directed by the Engineer in charge.

Extra for every additional lift of 1.5 m or part thereof in excavation for rock.

Filling available excavated earth (excluding rock) Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum dry density (proctor density) including watering, ramming, and compacting by any means for compaction, including transportation, loading, unloading, screening, passes, etc. all complete for all lead (from anywhere from site/ plot area) and lift and as directed by the Engineer-in-charge

Filling of good earth/ murrum Excavating, supplying, and filling of good earth/ murrum brought from outside (including royalty) by any means; in trenches, plinths, sides of foundations, plot filling, making embankment work etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum dry density (proctor density) including watering, ramming and compacting using any means.The rate includes material, royalty charges for material, transportation to the site for all lead and lifts, loading, unloading, screening, passes, laying in max. 200 mm layers, rolling, ramming and compacting using any means for compaction, watering, & compacting the same as per the specifications and drawings, and all complete for all lead and all lift and as directed by the Engineer-in-charge. Method statements shall be prepared and submitted to the Engineer-in-charge for confirmation before starting execution work. Payable Measurement-quantity for executing this item shall be approved by the Engineer-in-charge before mass execution. Compacted volume of soil filling shall be measured for payment without considering any wastage.

Filling of sand Providing and filling in plinth, underfloor, sunk, subbase of any elements or other location as per drawing with river sand/ manufactured sand, etc including, watering, ramming consolidating, and dressing complete for all lead and all lift and as directed by the Engineer-in-charge.

Carriage of excavated earth/ gravel by mechanical transport including loading, transporting, unloading, stacking & levelling at the non-objectional location for a lead of 5.0 Km beyond the initial lead and all lifts, etc complete and as per direction of Engineer-in-Charge. Item shall be executed after prior approval of the Engineer in charge.

Carriage of excavated earth/ gravel by mechanical transport including loading, transporting, unloading, stacking & levelling at non-objectional places for lead beyond 5.0 Km per Km and all lifts, etc complete and as per direction of Engineer-in-Charge. The item shall be executed after prior approval of the Engineer in charge.

Disposal of excavated any type of rock by mechanical transport including loading, transporting, and unloading at a non-objectional place for all lead and all lifts, etc complete and as per direction of the Engineer-in-charge. The item shall be executed after prior approval of the Engineer in charge.

Boring (empty boring) holes for 300 mm diameter of any type of piles in any kind of soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil for all lead and lift within plot boundary/ site area as directed by Engineer in charge. Concrete and reinforcement shall be paid in relevant tender items. The theoretical depth of the pile shall be measured from drawing in a running meter.

Providing and injecting Chemical emulsion for anti-termite treatment and creating a chemical barrier on the top surface of plinth filling, junction of wall and floor, on top of damp proof course or on masonry at level of plinth filling as per IS 6313 (Part-2)-2013 using chemical like Imidacloprid 30.5% SC (CIB approved, BIS & CBRI certified) and proportion of dilution with water shall be as per manufacturer's specification. The emulsion shall be applied as mentioned below, all as per the specifications and directions of the Engineer-in-charge. A guarantee bond of 10 years shall be furnished in the prescribed proforma. The rate shall be inclusive of material required for Anti Termite Treatment and labour and equipment's required for applying in any condition all etc. complete as directed by the engineer in charge. The stage of treatment may vary as per site condition and approved by the Engineer in charge before execution. Step of treatment shall be also suitable as per site condition for pre-construction/Post-construction/rennovation-repair-restoration-conservation works of existing structure treatment. a) Treatment to soil below any type of foundation - Before laying the base concrete, the compact and levelled soil shall be treated at 5 litres per sqm. b) Treatment to the soil along the retaining wall/ peripheral wall below ground level shall be treated at the rate of 7.5 litres per sqm of the vertical surface in full depth. c) Treatment of soil along the external perimeter of the building - After the building is complete, the earth along the external perimeter of the building shall be rodded at intervals of 150 mm and to a depth of 300 mm. The rods should be moved backward and forward, parallel to the wall to break up the earth and emulsion poured along the wall at the rate of 7.5 liters per square meter of vertical surfaces.

d) Top surface of the plinth filling including damp proof courses or on masonry at level of plinth filling at the rate of 5 liter/ sqm of internal plinth area (As per IS:6313 Part II-2013). e) Treatment of soil surrounding pipes, wastes, and conduits - When pipes, wastes, and conduits enter the soil inside the area of the foundation, soil surrounding the point of entry shall be loosened around each of such pipe, waste or conduits for a distance of 150mm and up to a depth of 75 mm before the treatment is commenced. When they enter the soil external to the foundation, they shall be similarly treatment for a distance of 300 mm, unless they stand clear of the walls of the building are about 75 mm. f) 1 liter / linear meter along the junction of wall and floor at all stages g) In the case of Existing structures, Treatment for Walls, ceilings, and woodwork by spraying the chemical solution on the surface of timberwork for termite control in the required proportion as per manufacturer specification and as directed by the Engineer in charge. h) In the case of the existing building, the inside flooring area shall be treated by drilling hole @ 300mm c/c up to 300mm depth and emulsion poured @ 1.0 Lit per hole. The existing frame of the door shall be treated by making the hole and pouring emulsion @ 1.0 Lit per hole. h) as per site condition, any step required to execute treatment as directed by the engineer in charge shall be included in this item without any payment. The footprint area of the Ground Floor of the building shall be considered for payment in sqm.

PLAIN & REINFORCEMENT CEMENT CONCRETE WORK Note - 1) All types of shuttering shall be designed by the contractor and submitted to the Engineer in charge along with design calculations (if required) and approved by the Engineer in charge. However, the Stability and compatibility of shuttering shall be the responsibility of the contractor. Shuttering shall be executed as per the approved shop drawing. No extra payment shall be made for the above. 2) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in underwater conditions. The contractor shall not claim for dewatering if required. 3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs, etc., and co-ordination of insert sleeves, insert plate (cost of insert sleeves/ plate shall be paid separately), encasing if any wherever required while casting for all level all height. 4) Shuttering shall be compatible with Micro concrete works, wherever required.

Concrete (PCC) of grade - M15 Providing and laying in position machine batched, machine mixed plain cement concrete (PCC) of grade - M15 including compaction, vibration, curing, transporting, finishing, and pumping wherever necessary, dewatering (if required), etc. complete for all level, all height/ depth and for all lead and lift and as directed by the Engineer. Formwork shall be paid in relevant items.

Cast In Situ Concrete Providing and laying in the position specified grade for reinforced cement concrete work, using cement content as per IS 456 (Min cementitious level as per latest IS 456 shall be maintained) and of admixtures in recommended proportions as per IS: 9103 to accelerate, retard the setting of concrete, improve workability without impairing strength and durability; including finishing, compacting, vibrating, curing, dewatering (if required), pumping from mixer to site of laying, etc, excluding the cost of formwork and reinforcement, etc complete for all elements, all floors, all level, any heights/ depths, any lead and lift as directed by Engineer Incharge. Concrete of M 30 grade

Reinforcement for R.C.C. Providing and fabricating Reinforcement for R.C.C. work (in repair work of existing/New works) including decoiling, straightening, cranking, cutting, bending, placing in position, and binding (with GI wire) or/and welding all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete as per drawing/design and as directed by the Engineer in charge. No separate payment shall be made for chairs, pins, lifting hooks, spacers, wastage, rolling margin, and soft drawn annealed binding wire of diameter not less than 1.5 mm, concrete or/and PVC cover blocks as per requirements, and all such other hardwares necessary to execute reinforcement work. Thermo-Mechanically Treated bars CRS (Fe 550 D)

Reinforcement for R.C.C. Providing and fabricating Reinforcement for R.C.C. work (in repair work of existing/New works) including decoiling, straightening, cranking, cutting, bending, placing in position, and binding (with GI wire) or/and welding all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete as per drawing/design and as directed by the Engineer in charge. No separate payment shall be made for chairs, pins, lifting hooks, spacers, wastage, rolling margin, and soft drawn annealed binding wire of diameter not less than 1.5 mm, concrete or/and PVC cover blocks as per requirements, and all such other hardwares necessary to execute reinforcement work. Mild Steel reinforcement bars Fe 250 - confirming to IS:432 with minimum yield strength of 250 N/mm2

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. a) Form work for Foundations, footings, bases of columns, sides of the raft, base PCC, etc.

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. b) Formwork for Columns, Posts, and Struts etc.

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. c) Formwork for Wall RCC walls of any thickness including attached pilasters, buttresses, plinth, and string courses, etc including the cost of tie bolt and heavy duty PVC pipe sleeve (above plinth), left in concrete spring coil and plastic cone assembly/ water barrier tie rod assembly (below plinth, water retaining structures) and removing the PVC cone, spring, sleeve, etc and grouting the same with non-shrink grout/ ready mix patch repair mortar for concrete complete as per the direction of Engineer-in-charge. Length and diameter of tie rod assembly shall be as per thickness and height of wall. The contractor shall get prior approval of tie rod assembly and water barrier. (Horizontal/ vertical lines shall be matched for each shuttering panel).

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and access platforms etc.

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. e) Formwork for beams, Lintels, girders etc.

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. f) Formwork for Stairs (excluding landings)

Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. g) Formwork for Arches, domes, vaults, or any special shapes in horizontal/vertical plan

Exposed concrete formwork - textured/ Devdar finish Extra for Providing and fixing formwork for exposed concrete surfaces (textured/ Deodar finish) with any pattern (vertical or horizontal surface of any shape) to achieve the desired finish for any elements in the desired pattern and size as per drawing and specifications using any type of formwork material/ suitable proprietary system formwork (material/ system shall be approved by engineer in charge before procurement) and system to achieve desired finish as per approved sample for any type of concrete elements including neat cleaning, the exposed concrete surface, as directed by the engineer-in-charge. The rate shall be applicable for all levels, all places, and all shapes and shall include all necessary required necessary specialized centering/ shuttering materials. The contractor shall submit a shuttering pattern/ shop drawing including tie-rod hole position, architectural groove, cutout based on architectural design. Item shall be executed only after the shuttering pattern is approved by the Architect and engineer in charge. The same kind of shuttering material should be only used for standard and residual sizes. These areas shall be entirely free from honeycombing, stains, fins, lipping, nail or screw marks, raised grain marks, air holes, or any other imperfections; bulging, offsets, misalignment of the concrete and also having even shade, texture, level throughout. At construction joints, the forms should be tightly fixed and securely anchored close to the joint for seamless construction. Mock-up for all exposed work to be prepared by the contractor and approved by architects before mass execution works. Architect reserves the right to reject part or all work of substandard or not in confirmation to sample approved as per mock up. The contractor shall get prior approval for the reuse of the shuttering material for repetition from the Engineer in charge. Rates shall also include the cost of providing architectural grooves of required size, and pattern on concrete surface, cut-out of any size in concrete elements as per drawing, etc in formwork.

Additional height in Formwork Extra for additional height in centring, shuttering wherever required with adequate bracing, propping, etc., including the cost of intermediate staging (if required), de-shuttering and decentring, etc at all levels, over a height of 4.5 m, for every additional height of 1.5 meter or part thereof (Plan area to be measured).

PU sealant Providing and filling the expansion joints, with exterior grade one component PU sealant with application of primer including scraping/ removing the expansion filler materials from joints, cleaning, repairing of the edges with epoxy mortar of approved colour and make, placing of backup material (polyethylene backer rod), fixing of abro masking tapes on the edges to prevent the adjoining surface, at all levels/ all floors/ all height etc. complete as directed by Engineer-in-charge. The PU sealant shall have a minimum tensile strength of 1.5 N/mm2, minimum 600 elongations at the break, 75% elastic recovery (after 28 days), tear propagation resistance of 8 N/mm, and resistance to water, diluted alkalis, cement grout, water dispersed detergents, etc. The contractor shall furnish a performance guarantee of 10 years against leakage, and debonding from the edges. Size of expansion joint up to 50mm x 25 mm

Wet drilling Providing accurate and clean holes by wet drilling of specified diameter in RCC walls, slabs, beams, or any other RCC member without vibration by core cutting (diamond drilling) machine of approved make for laying service lines including scaffolding, safety majors, disposing of the debris, cleaning, making good, providing epoxy mortar/ micro concrete/ patch repair mortar/Nonshrink grout for concrete for grouting the gaps around the pipes for all levels/ all height, after approval of engineer in charge. Measurement shall be taken for the depth of holes in the running meter for a specified diameter. Holes shall made by an authorized approved agency. Scanning of reinforcement/MEP services shall be carried out before core cutting if required and as suggested by the Engineer in charge. The location of core cutting shall be approved by the Engineer-in-charge. Core cutting - up to 102 mm dia.

Wet drilling Providing accurate and clean holes by wet drilling of specified diameter in RCC walls, slabs, beams, or any other RCC member without vibration by core cutting (diamond drilling) machine of approved make for laying service lines including scaffolding, safety majors, disposing of the debris, cleaning, making good, providing epoxy mortar/ micro concrete/ patch repair mortar/Nonshrink grout for concrete for grouting the gaps around the pipes for all levels/ all height, after approval of engineer in charge. Measurement shall be taken for the depth of holes in the running meter for a specified diameter. Holes shall made by an authorized approved agency. Scanning of reinforcement/MEP services shall be carried out before core cutting if required and as suggested by the Engineer in charge. The location of core cutting shall be approved by the Engineer-in-charge. Core cutting - Beyond 102 mm dia. up to 202 mm dia.

PVC pipe sleeves Providing in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all floors/ all levels/ all heights.. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal of sleeves before waterproofing or grouting. For all floors/ all levels/ all heights. The location of the sleeve shall be approved by the Engineer-in-charge. PVC sleeve - beyond 110 mm Diameter up to 200 mm Diameter

PVC pipe sleeves Providing in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all floors/ all levels/ all heights.. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal of sleeves before waterproofing or grouting. For all floors/ all levels/ all heights. The location of the sleeve shall be approved by the Engineer-in-charge. PVC sleeve - up to 110 mm Diameter

Chemical Anchoring Providing and fixing Chemical Anchor Fastener System, of approved make and required capacity as per manufacturer's specifications for connections in any surface any element (masonry/concrete, etc.) as per design and drawings and as directed by Engineer-in-Charge including the cost of drilling hole to the required depth by rotary hammer drill, cleaning it with brush and jet of clean air, threaded Rod-bolts, labour, and all materials including epoxy cartridges/resin and hardener and insertion of chemical from the cartridge with plastic nozzles/other arrangement suggested by the manufacturer, placing internally threaded sleeve, driving of bolts, hot dip galvanized/epoxy coated washers, fastening screw and tighten with nuts and check nuts, fixing the anchor, etc. as may be required to be provided including necessary scaffolding with a working platform for all levels and heights. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications. The product should be approved by ETA with Shock approval, Seismic approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete. The chemical should have an ETA approval for 100 years age testing. Anchoring is to be designed as per guidelines of respective standards. a) With anchor 12 mm diameter or less

Chemical Anchoring Providing and fixing Chemical Anchor Fastener System, of approved make and required capacity as per manufacturer's specifications for connections in any surface any element (masonry/concrete, etc.) as per design and drawings and as directed by Engineer-in-Charge including the cost of drilling hole to the required depth by rotary hammer drill, cleaning it with brush and jet of clean air, threaded Rod-bolts, labour, and all materials including epoxy cartridges/resin and hardener and insertion of chemical from the cartridge with plastic nozzles/other arrangement suggested by the manufacturer, placing internally threaded sleeve, driving of bolts, hot dip galvanized/epoxy coated washers, fastening screw and tighten with nuts and check nuts, fixing the anchor, etc. as may be required to be provided including necessary scaffolding with a working platform for all levels and heights. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications. The product should be approved by ETA with Shock approval, Seismic approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete. The chemical should have an ETA approval for 100 years age testing. Anchoring is to be designed as per guidelines of respective standards. b) With anchor more than 12 mm diameter but not exceeding 25 mm diameter

Drilling for reinforcement and Epoxy Grouting Providing and fixing epoxy grouting material for providing and introducing reinforcement /rebar for repairing/retrofitting of all structural elements of approved make for below-specified Dia including drilling holes in any element to the required depth by rotary hammer drill/ power drilling holes, cleaning with brush and jet of clean air, fixing the reinforcement in position using epoxy material as per approved make. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications and as instructed by the Engineer in charge. The Rate shall include the cost of labor, tools, and plants for power drilling in concrete, epoxy cartridges, plastic nozzle, etc including providing shear lugs cleaning the drilled holes of loose dust by blowing air at all levels and all heights including necessary scaffolding with the working platform. Reinforcements shall be paid in relevant tender items. (Pull-out testing up to 1% of total rebar is to be produced by the manufacturer as instructed by the Engineer in charge) a) Bars of 12 mm diameter or less

Drilling for reinforcement and Epoxy Grouting Providing and fixing epoxy grouting material for providing and introducing reinforcement /rebar for repairing/retrofitting of all structural elements of approved make for below-specified Dia including drilling holes in any element to the required depth by rotary hammer drill/ power drilling holes, cleaning with brush and jet of clean air, fixing the reinforcement in position using epoxy material as per approved make. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications and as instructed by the Engineer in charge. The Rate shall include the cost of labor, tools, and plants for power drilling in concrete, epoxy cartridges, plastic nozzle, etc including providing shear lugs cleaning the drilled holes of loose dust by blowing air at all levels and all heights including necessary scaffolding with the working platform. Reinforcements shall be paid in relevant tender items. (Pull-out testing up to 1% of total rebar is to be produced by the manufacturer as instructed by the Engineer in charge) b) Bars of diameter more than 12 mm but not exceeding 25 mm diameter

WATERPROOFING WORK Note:- 1) All the waterproofing treatment/ work shall be executed through an approved water-proofing agency of an approved manufacturer. The contractor shall submit a technical data sheet of each product, which will be used for execution. 2) The contractor shall submit a methodology statement with all details in illustrative sketch form and get approved by the Engineer-in-charge. 3) A written guarantee bond on non-judicial stamp paper (tri-party) shall be submitted by the main Contractor and provided by the principal manufacturer and applicator, who has carried out the work. The guarantee bond shall be for a period of ten years from the certified date of completion of overall work. The guarantee shall be for a composite warranty against leakages/seepage/dampness and for the satisfactory performance of the entire waterproofing system. 4) Waterproofing shall be executed under the supervision of the technical team of the manufacturer. Waterproofing shall be tested and approved by the Engineer-in-charge before proceeding with subsequent activities. 5) The Contractor shall repair the concrete element by injection grouting of suitable non-shrink grout and other suitable methods in case of defective concreting of retaining walls, water tanks, slabs, beams, etc., for which nothing extra shall be payable. 6) Rate shall be inclusive of surface preparation, repairing, injection grouting, saw cutting of construction joints and filling with patch repair mortar, making polymer mortar /Polymer CC fillets at horizontal as well as vertical corners, etc complete. The rate shall be inclusive of testing of elements and system before and after waterproofing application. 7) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in under water conditions. 8) The latest technical system/ product shall be adopted at the time of execution.

Waterproofing below plinth Providing and applying two component coal tar and polyurathne polymer based waterproof coating, of approved make on exterior surface of wall below plinth of building including surface preparation, cleaning, application of suitable primer etc. complete as per manufacturer's specification and as directed by Engineer in charge. application area shall be measured for payment.

Providing and laying impermeable LDPE sheet of 600 micron thick below floor sub layer as moisture barrier with minimum overlapping of 150mm as per drawing and as directed by Engineer-in-charge.

Providing and laying impermeable heavy duty HDPE sheet of 600 micron thick, minimum 300 N puncture resistance, minimum 100 N Tear resistance, below floor sub layer for lily pond/ waterbody as moisture barrier with minimum overlapping of 150mm as per drawing and as directed by Engineer-in-charge.

Integral crystalline admixture - RCC structures Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement rafts, retaining walls, sewage & water treatment plant, tunnels/ subway, etc. at the time of transporting of concrete into the drum of the ready-mix truck/ at RMC plant as per direction of Engineer in charge, using integral crystalline admixture @ 0.80% (minimum to the weight of cement content per cubic meter of concrete) or maximum 2.4 Kg/Cum or as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge.

Swellable type water stop bar Providing and applying of controlled swellable type water stop bar, of approximate size 20mm x 10mm, non-bentonite type (expansive nature) of approved make for construction joints treatment of RCC structure, such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. For provision of swellable bar, contractor shall provide shear key in wall and raft. After cleaning the shear key, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint as per manufacturer specification. Over the primed surface swellable type water stop bar shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. Size of swellable bar shall be as per manufacturer’s recommendation and as per approved system by Engineer-in-charge.

M25 (1:1:2) Grade Waterproof concrete screed for levelling Supplying and laying M25 grade vibrated concrete screed in proper slope and gradient including saw cutting (approx. 6mm W x 30mm D) at 3m x 4m panels or less size, making angle fillet of 50mm x 50mm at the corners using M25 grade concrete added with polypropelyn fibre or similar as directed by Engineer-in-charge and filling the groove with PU sealant (minimum 20 mm depth over PE backer rod). If Screed concrete shall be laid over on existing concrete surface, a bonding agent shall be applied before laying of concrete. Cost includes all material, labour, T&P, and wastage involved as mentioned in the item. Reinforcement if required shall be paid in relevant agreement items.

China Mosaic flooring Providing & laying China mosaic flooring for plain and curved surfaces, comprising of 20 to 25 mm size broken white/ colour pieces of ceramic/glazed tiles laid over 12 to 15mm thick cement mortar 1:6 (1 cement: 4 coarse sand) bedding including applying cement slurry at the rate of 2.75 kg per sqm on plain or sloped surfaces with joints not exceeding 5 mm, including filling the gaps with white cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross-section size ranging from 10 to 40 micron & length up to 6mm, mixing fibre @ 125 grams per 50kg of cement in cement mortar, including providing and mixing waterproofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. The flooring shall be tampered with a wooden rammer not exceeding 2 Kg in weight to bring the mortar up to the surface, including rounding of the junctions and extending them up to 15 cm. along the parapet wall. The rate shall include bands if a different colour is used, any pattern or design as per drawing and direction, making vata/ fillet, curing, cleaning with water and oxalic acid, etc. complete. Only the Plan area shall be measured for payment.

APP polymerized bituminous membrane (Polyester based ) Providing and applying 4 mm thick APP polymerized bituminous membrane (Polyester based ) with TORCHON METHOD inclusive of application of primer etc. complete including application for water spouts, as per specifications and instructions given by manufacturer including surface preparation by cleaning the surface by wire brushing or/and light grinding to make it free of loose particles, oil, grease, efflorescence, traces of oil, curing compounds etc. along with minor patch or/and crack repairs as per specifications and instructions given by manufacturer to have finish surface for PU membrane etc. complete at all levels and all heights as per the instructions from the Engineer in charge.

PU Membrane Providing and applying single component, High solid (>95%), PURE PU membrane having Elongation greater than 1000% as per ASTM D 412 & Tensile Strength greater than 5 N/mm2 & Crack bridging 3.2 mm including application for water spouts, as per specifications and instructions given by manufacturer including surface preparation by cleaning the surface by wire brushing or/and light grinding to make it free of loose particles, oil, grease, efflorescence, traces of oil, curing compounds, etc. along with minor patch or/and crack repairs as per specifications and instructions given by manufacturer to have finish surface for PU membrane, etc. complete at all levels and all heights as per the instructions from the Engineer in charge.

UV resistant membrane Providing and applying liquid applied UV resistant membrane including applying premeasured packs of 2k primer with the addition of a maximum of up to 20% water in the primer 2k and applying 2K primer mix to the entire surface area including water spouts as per specifications and instructions are given by manufacturer including surface preparation by cleaning the surface by wire brushing or/and light grinding to make it free of loose particles, oil, grease, efflorescence, traces of oil, curing compounds, etc. along with minor patch or/and crack repairs to have finish surface for UV resistant membrane, etc. complete at all levels and all heights as per the instructions from the Engineer in charge.

Waterproofing for Toilet, Wet area & Misc. areas Providing and applying Two-part acrylic polymer modified cementitious elastomeric waterproof coating of minimum 1.5mm thickness DFT having minimum 1 N/mm2 tensile strength, and shall cover 2.2 kg/sqm per mm of thickness. The coating shall have an elongation of a minimum of 80% when tested as per ASTM D 412 resisting 5 bars hydrostatic pressure as per DIN 1048 and having crack bridging ability of up to 2mm. Thorough surface preparation to be carried out by mechanical means to level and plain the surface of walls and floors of the toilet areas. All cracks and crevices shall be filled and made good to receive waterproof coating treatment The coating shall cover all the floor area of the wet area (toilet) and shall also be applied over the vertical walls for a minimum of 300mm height above the floor in two or more coats to achieve the required thickness. The periphery of the Toilet floor shall be additionally reinforced with an extra third coat of the coating with a fiber band (glass fiber mesh of minimum 80 gsm) sandwiched between the first and the second coat, which shall also be done around protrusions (pipes) meant for plumbing purposes. The last coat (second/ third coat) when wet, shall be sprinkled with clean and washed sand, to facilitate the floor screed or plaster. Pipes being fixed for plumbing shall be fixed in holes that are mechanically core cut, more than the diameter of the pipes. Pipes shall be fixed by grouting the annular space with non-shrink cementitious grout of proprietary make. Before grouting, the pipes shall be wrapped with a two-way self-adhesive tape at least 50mm wide and then grouted to fill in the grout, ensuring total watertight plumbing fittings. The Contractor shall submit a methodology statement with all details in illustrative sketch form and get approval from the Engineer-in-charge. Application shall be carried out by the approved applicator of the manufacturer and as per the manufacturer's recommendation The actual applied area on the floor & wall shall be measured for payment. Cost includes all material (for surface preparation, coating, and hole packing), labour, T&P, and wastage involved as mentioned in the item.

MASONRY WORK Note: 1) Ready-mix polymer-modified cement mortar shall be of approved make, technical parameters as per specification, and comply with IS 2250 and as directed by the engineer in charge. (Sand shall not be added in ready-mix mortar for use). 2) Masonry work shall be carried out for all floors, all levels, all heights, and all places for any shape including loading, unloading, stacking, transporting, hoisting, and erecting by any means (mechanical or manual). 3) Contractor shall grout cavity, hole/ gap in masonry with approved grouting material as per site condition without any extra cost and making good in the required finish. 4) The rate shall be for all heights, and all levels in any shape. 5) The curing method shall be approved by the Engineer in charge. 6) In case of Connection between New wall and Existing wall, Toothing Details (as per directed by engineer in charge) shall be execute without any extra cost.

Providing and laying Brick masonry works in Substructure, foundation & below Plinth using common burnt clay bricks confirming to IS 1077-1992 having Compressive strength not less than 50 kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness, plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/flush jointing/pointing, etc. complete for all depth/height, as per drawing and as directed by Engineer in Charge.

Providing and laying Brick masonry works in Superstructure using common burnt clay bricks confirming to IS 1077-1992 having Compressive strength not less than 50 kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing etc. complete for all levels, all floor, all height, as per drawing and as directed by Engineer in Charge.

Providing and laying half brick masonry works in Substructure, foundation & below Plinth using common burnt clay building bricks having Compressive strength not less than 50 Kg/cm2 in cement mortar 1:4 (1- Cement: 4 -fine sand) in any shape, any thickness, and plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing, etc. complete for all depth/height as per drawing and as directed by Engineer in Charge.

Providing and laying half brick masonry works in Superstructure using common burnt clay building bricks having compressive strength not less than 50 Kg/cm2 in cement mortar 1:4 (1- Cement: 4 -fine sand) in any shape, any thickness, and plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing, etc. complete for all levels, all floor, all height as per drawing and as directed by Engineer in Charge.

Pointing the joints of existing masonry work with ready mix polymer modified cement mortar of approved make with required tools and tackels including finishing, curing, scaffolding in super structure/ sub structure, for all floor, all level, all height, all depth etc. complete as directed by Engineer-in-charge. Item shall be executed for existing masonry surface only after prior approval of engineer in charge. Elevation area of masonry work in which pointing the joints executed shall be measured for payment. Item shall be executed after prior approval of Engineer in charge.

GRC Jali Providing & fixing minimum 40mm thick Precast GRC/ GFRC (Glass Fibre reinforced Cement) Jali/ screen in the required shape, shade, color, design, pattern, finish, texture and size and of approved make. GRC jali shall be made by using a high-power spray machine, using white portland cement, fine silica sand, polymer, super plasticizer, alkali resistant Glass fiber with high zirconia content - ZrO2 (minimum 17%) and UV resistant & synthetic inorganic pigments including mould, casting, curing, finishing, etc complete. Property of GRC shall be as per the following : Dry Bulk Density (kg/m3) 1800-2100 Water Absorption (%) 8 - 12 Apparent Porosity (%) - 17-23 Elastic limit (N/mm2) >7 Ultimate strength - Modulus of Rupture - MOR (N/mm2) >20 GRC jali shall be fixed in individual or composite elements with required metal framing work including dash/ anchor fastener, SS 316 clamps/ devices of suitable capacity, dia. and lengths, screws, nuts, bolts, adhesive, sealant, etc with necessary scaffolding for all level, all heights. The contractor shall prepare a shop drawing based on the concept drawing including services and a prepared mock-up of the required area. As per the approved shop drawing and mock-up, the contractor shall start the work. Work shall be carried out as per the approved shop drawing and approved mock-up. The stability of GRC jali/ screen shall be the responsibility of the contractor. The rate shall be inclusive of all material, labour, accessories for fixing, tools, scaffolding, etc as per the manufacturer's specification. Only MS framing work shall be paid in relevant items. The item shall be measured and paid in sqm.

GRC Baluster Providing and fixing GRC/ GFRC baluster for parapet wall up to 1.0 mt height, of any design, shape, finish, shade, and of approved make. GRC baluster shall be made by using a high-power spray machine, using Cem-fill manufactured AR (alkali resistant) Glass fiber with minimum ZrO2 17% including mould, casting, curing, finishing, etc complete. Property of GRC shall be as per the following : Dry Bulk Density (kg/m3) 1800-2100 Water Absorption (%) 8 - 12 Apparent Porosity (%) - 17-23 Elastic limit (N/mm2) >7 Ultimate strength - Modulus of Rupture - MOR (N/mm2) >20 Methods of Testing Glass Fibre Reinforced Concrete (GRC) Material should be as per The International Glass Fibre Reinforced Concrete Association (GRCA), 2016. Baluster shall be fixed with cement mortar with matching pigment, a suitable adhesive, pin, screws, bolt, etc as per manufacturer's specification for all levels, all heights including scaffolding, etc complete and as directed by the engineer in charge. The stability of baluster fixing shall be the responsibility of the contractor.

GRC coping Providing and fixing GRC/ GFRC coping for balusters of approximate size 350mm x 150mm (suitable to baluster design), of any design, shape, finish, shade, and of approved make. GRC coping shall be made by using a high-power spray machine, using Cem-fill manufactured AR (alkali resistant) Glass fiber with minimum ZrO2 17% including mould, casting, curing, finishing, etc complete. Property of GRC shall be as per the following : Dry Bulk Density (kg/m3) 1800-2100 Water Absorption (%) 8 - 12 Apparent Porosity (%) - 17-23 Elastic limit (N/mm2) >7 Ultimate strength - Modulus of Rupture - MOR (N/mm2) >20 Methods of Testing Glass Fibre Reinforced Concrete (GRC) Material should be as per The International Glass Fibre Reinforced Concrete Association (GRCA), 2016. Baluster shall be fixed with cement mortar with matching pigment, a suitable adhesive, pin, screws, bolt, etc as per the manufacturer's specification for all levels, all heights including scaffolding, etc complete and as directed by the engineer in charge. The stability of coping with baluster fixing shall be the responsibility of the contractor. The installed length of the coping shall be measured for payment.

PLASTERING WORKS Note:- 1) All adhesives and sealants shall be with low VOC and lead free with acceptable VOC content as per Green building requirements. 2) Ready mix polymer modified cement mortar shall be of approved make, technical parameter as per specification and complies with IS 2250. (Sand shall not be added in ready mix mortar for use). The compressive strength of ready mix mortar shall be minimum 7.5 MPa 3) Rate shall be inclusive of any type of groove and drip mould in all type of plaster work. 4) The rate shall be for all floor, all height, all level in any shape. 5) Contractor shall provide GI chicken mesh/ glass fiber mesh (with alkali resistant coating ) at all junctions, corner, services cut-out/ chasing, doors window joints etc. as per specification and as directed by Engineer in charge. 6) If plaster thickness shall be more than mentioned in BOQ description, contractor shall provide GI chicken mesh/ glass fiber mesh (with alkali resistant coating) in entire area. Gypsum suitable for spray application shall only be used. 7) All type of plaster work shall be applied and finished mechanically using mortar spray machine and mechanical trowel/finisher as per manufacture's recommendation and as directed by Engineer in charge. Plastering using traditional manual method shall be done only with prior approval of Engineer-in-charge, at locations where mechanised plaster is not feasible.

08 mm thick plaster - ready mix cement mortar Providing and applying an average 8 mm thick single coat cement plaster and finished with the trowel, on ceiling, side, and soffit of beam and stair, etc with polymer added ready mix cement mortar including application of bonding agent/ hacking of concrete to receive the plaster, finishing, curing, scaffolding, making grooves, forming pattas for all floor, all level, all height, etc. complete and as directed by Engineer-in-charge.

12 - 15 mm thick plaster - ready mix cement mortar Providing and applying 12 - 15 mm Plaster (smooth or wire-finished plaster) of Polymer added ready mix cement mortar finished with a trowel on any type of surface. GI hexagonal chicken mesh of size aperture 20 mm x 20 mm of 22 gauge and minimum 200 mm wide at RCC & masonry junctions or between different materials and 145 GSM of minimum 150mm wide fiberglass mesh with alkali resistant coating shall be fixed at plumbing and electrical work chasing areas, at corner and doors and window joints as per manufacturer's specifications with GI nails, hacking of concrete/ application of bonding agent, finishing, curing, making grooves, forming pattas, scaffolding in any shape for all floor, all level, all height, etc. complete as directed by Engineer-in-charge.

Average 20 mm thick plaster-ready mix cement mortar Providing and applying 18 mm Plaster in two coats under layer 12 mm thick finished with a top layer 6 mm thick polymer added ready mix cement mortar finished with a trowel. GI hexagonal chicken mesh of size aperture 20 mm x 20 mm of 22 gauge and minimum 200 mm wide at RCC & masonry junctions or between different materials and 145 GSM of minimum 150mm wide fiberglass mesh with alkali resistant coating shall be fixed at plumbing and electrical work chasing areas, at corner and doors and window joints as per manufacturer's specifications with GI nails, hacking of concrete/ application of bonding agent, finishing, curing, making grooves, forming pattas, scaffolding in any shape for all floor, all level, all height, etc. complete as directed by Engineer-in-charge. The rate shall be inclusive of bonding agent, chicken mesh, glass fiber mesh, provision of groove/ drip mould as per drawing, etc. complete and as directed by the Engineer-in-charge.

Average 15 mm thick waterproof Cement plaster Providing and applying an average 15 mm thick waterproof single coat smooth / wired finish cement plaster on sides of masonry work/block work / RCC work, in any shape, in CM 1:3 (1 cement : 3 fine sand) and waterproofing compound of approved make in proportions recommended by the manufacturer, finishing the surface wired finish / smooth finish with a floating coat of neat cement slurry for all floors, all height including hacking to RCC surface, scaffolding, curing, etc. complete as directed by engineer-in-charge.

Average 20 mm thick Sand Faced Cement plaster Providing and laying average 20 mm. thick Sand faced cement plaster on masonry work / RCC wall upto any height above ground level and for all shapes consisting of first coat (backing coat) average 12-15 mm. thick with CM 1:4 (1 cement: 4 coarse sand) rough wired finish and second coat of average 6 mm. thick uniform grained textured by using any means, in CM 1:2 (1 cement: 2 sand), including scaffolding, hacking to RCC surface, forming grooves, drip moulds, pattas, curing etc. complete as directed by engineer-in-charge.

Depression/dent type plaster using natural pebble stone Providing and applying average 20 mm thick plaster in special shape, pattern, texture, looking like natural pebble stone dent/depression in plaster similar way to already exisiting works (Wherever required) on any type of surface(Horizontal surface and vertical surface) in a backing coat of 12 mm thick cement mortar 1:4 (1 grey/white or other required cement: 4 coarse sand) finished with a top layer of 6 mm thick cement mortar 1:2 (1 grey/white or other required cement : 2 sand) finished with a required method by any means etc including hacking of concrete/application of bonding agent, finishing, curing using suitable method, making grooves, forming pattas, scaffolding in any shape for all floors, all levels, all heights etc. complete as directed by the Engineer-in-charge. Mock up work shall be done for approval from the architect and the engineer in charge before mass execution. Mass execution shall be execute confirming to approved mock up. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Actual executed area of plaster work shall be measured for payment without considering any wastage.

DOOR WINDOWS WORK Note - 1. Only Superior-class wood shall be used for any kind of woodwork. All wood (kiln seasoned and termite treated) and wood base material shall be treated with anti-termite treatment as per relevant IS before use and after installation. The guarantee shall be furnished for 10 years in the prescribed format as directed by EIC. 2. Plywood (BWP grade IS – 710), laminate or other composite wood-based products shall be free of urea formaldehyde. 3. All veneer, and wood shall be FSC (Forest Stewardship Council) & Green Guard Certified. 4. All loose samples of materials shall be approved by the Engineer in charge. 5. All adhesives and sealants shall be with low VOC and lead-free with acceptable VOC content. 6. The contractor shall prepare a shop drawing based on the intent/ concept drawing and get approval from the Engineer-in-Charge. The contractor shall prepare mock-up doors, windows, and other elements with all required hardware and approved by the Engineer-in-Charge before execution of work. Work shall be carried out as per the final approved shop drawing and approved mock-up. The contractor shall be responsible against stability, safety, leakage, etc all complete. Testing work shall be carried out by the Contractor as suggested by the Engineer in charge. (If required). 07. All Doors, windows, and other elements shall be fabricated and finished at the factory/ workshop, and only fixing and final finishing shall be executed at the site unless otherwise approved by the Engineer-in-charge. 08. Door, window, and other elements work shall be carried out for all floors, all levels, all heights, and all places including loading, unloading, stacking, transporting, hoisting, and erecting by any means (mechanical or manual). 09. All silicone sealant shall be grey in colour or as directed by the Engineer-in-charge. 10. All types of coating polyester powder coating, anodizing, and PVDF coating for aluminium work shall have 20 years of life. 11. The engineer in charge reserves the right to reject part or all work of sub standard or not in confirmation to sample approved/or not as per mock up and in such case contractor required to re do the same work confirming with approved sample/mockup without any extra cost. Sample and mock shall not be payable if rejected or cast in other locations (not in scope of work area).

Teak Wood Frames for doors/windows etc. Providing and fixing frames of doors, windows, transom, louvers and ventilators,louver fins, jambs-sills in any type of openings in wall, floor etc, using best quality kiln seasoned, termite treated Teak wood and fixed in position with hold fast lugs or with dash fasteners with required Dia & length of approved make, etc. for all levels, all floor, all height, etc as per drawing and as directed by an engineer in charge. The rate shall be inclusive of all types of consumables, accessories, fasteners, and any type of corner treatment in frames (i.e. chamfering, pencil corner, bevelling, moulding, etc.) & making good the damages to walls and floors as required complete. Polishing, hardware, and carving work shall be paid in relevant tender items. The contractor shall get the approval for the loose sample of first-class Teak wood along with its source location from the Engineer in charge before execution.

40 mm thick flush door shutter Providing and fixing door shutter made out of factory-made and pressed laminated/ veneer finish 40mm thick flush door shutter excluding the thickness of veneer/ laminate, made of ISI marked non-decorative type flush door shutters conforming to IS:2202 (Part I), the core of block board construction with the frame of 1st class hardwood, pine filler and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters having laminates/ veneer of approved make, shade, finish (which paid separately) as approved by Engineer-in-charge on both faces of shutter fixed with phenol formaldehyde synthetic resin type adhesive conforming to IS 848 including providing and fixing 6mm thick peripheral external lipping made out of superior class teak wood, on all edges of door shutter with specified polishing on all exposed faces of lipping including fixing shutters etc complete for all levels, all floors, all heights as per drawings and as directed by Engineer-in-charge. The rate shall be inclusive of flush door shutter, teak wood lipping with PU polish, necessary consumables, accessories, etc but excluding the cost of veneer/ laminates, all required hardware, and polishing on veneer, etc complete for all heights as per drawing, design & direction by Engineer-in-charge. The out-to-out area (one side) of the Flush door shutter shall be measured for payment.

45 mm thick fully wooden panelled shutter Providing and fixing in position 45mm thick fully wooden panelled door-window shutters (openable/ fixed, single leaf/ double leaf) made out of best quality kiln seasoned, termite treated first class Teak wood. Shutter shall be of any size and fabricated as follows: 1) Door - window shutter framing/ Internal Framing i.e. top rails, bottom rail, lock rail, both vertical stile, intermediate members between two panels (horizontal and vertical) shall be 45 mm thickness and width as per drawing. 2) 35mm thick single/ both side bevelled edge wooden panels made out of first-class, best quality kiln seasoned, termite-treated Teak wood fixed in shutter framing/Internal framing with necessary fixing arrangements and wooden beading of required size and shape as per drawing. 3) All types of exposed wood shall be finished with polishing/painting work However it shall be paid in relevant tender item. 4) Necessary door shutter hardware shall be paid in relevant tender items. The rate shall be inclusive of all the Teak wood members for the shutter frame, internal framing, beading and panels, necessary anchor fasteners, sheet metal screws, nails, adhesives, and necessary consumables with all labour, architectural mouldings, sandpapering, edge moulding, grove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge. The contractor shall get the approval for the loose sample of first class Teak wood along with its source location from the Engineer in charge before execution. Contractor shall prepare shop drawings based on concept design/ drawings and get approval from the engineer in charge before mass execution. Based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The stability of the door is the responsibility of the contractor. The out-to-out area (one side) of the panelled door shutter (without door frame) shall be measured for payment. No wastage shall be measured for payment.

45 mm thick glazed/SS Mosquito net shutter Providing and fixing in position 45mm thich fully glazed panel door - window shutter/SS Mosquito net shutter (openable/ fixed, single leaf/ double leaf) made out of best quality kiln seasoned, termite treated first class teak wood and glass of specified thickness fabricated as follows. 1) Door/window shutter framing/Internal Framing i.e. top rails, bottom rail, lock rail, both vertical stile, intermediate members between two panels (horizontal and vertical) shall be made out of first-class, best quality kiln seasoned, termite-treated teak wood with 45 mm thickness and width as per drawing. 2) Glass panels of specified thickness, shape, finish, pattern, etc./ SS Mosquito net fixed in shutter framing/ internal framing with necessary fixing arrangements, wooden beading of required size, and shape as per drawing. Specified glass/SS Mosquito net shall be paid in relevant tender items. 4) All types of exposed wood shall be finished with polishing/painting work However it shall be paid in relevant tender item. 5) Necessary door shutter hardware shall be paid in relevant tender items. The rate shall be inclusive of all the teak wood members for the shutter frame, internal framing and beading, necessary anchor fasteners, sheet metal screws, nails, adhesives, gasket, wool pile and necessary consumables with all labor, architectural mouldings, sandpapering, edge moulding, bevelling, grove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge. The contractor shall get the approval of the loose sample of first-class teak wood along with its source location from the Engineer in charge before execution. Contractor shall prepare shop drawings based on concept design/ drawings and get approval from the engineer in charge before mass execution. Based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The stability of the door is the responsibility of the contractor. The out to out area (one side) of the paneled door shutter (without door frame) shall be measured for payment without deducting the area of glass. No wastage shall be measured for payment.

45 mm thick composite panelled (Glazed and wooden panel) shutter Providing and fixing in position 45mm thich composite panelled (partly panelled and partly glazed) door - window shutters (openable/ fixed, single leaf/ double leaf) made out of best quality kiln seasoned, termite treated first class teak wood and glass of specified thickness fabricated as follows. 1) Door/window shutter framing/Internal Framing i.e. top rails, bottom rail, lock rail, both vertical stile, intermediate members between two panels (horizontal and vertical) shall be made out of first-class, best quality kiln seasoned, termite-treated teak wood 45 mm thickness and width as per drawing. 2) 35mm thick single/ both side, bevelled/ non bevelled edge wooden panels and Glass panels of specified thickness, shape, finish, pattern shall be fixed in shutter framing/ internal framing with necessary fixing arrangements and wooden beading of required size, shape as per drawing. Specified glass shall be paid in relevant tender items. 3) All types of exposed wood shall be finished with polishing/painting work However it shall be paid in relevant tender item. 4) Necessary door shutter hardware shall be paid in relevant tender items. The rate shall be inclusive of all the teak wood members for the shutter frame, internal framing, wooden panels and beading with necessary anchor fasteners, sheet metal screws, nails, adhesives, gasket, wool pile and necessary consumables with all labor, architectural mouldings, sandpapering, edge moulding, bevelling, grove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge. The contractor shall get the approval of the loose sample of first class teak wood along with its source location from the Engineer in charge before execution. Contractor shall prepare shop drawings based on concept design/ drawings and get approval from the engineer in charge before mass execution. Based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The stability of the door is the responsibility of the contractor. The out to out area (one side) of the paneled door shutter (without door frame) shall be measured for payment without deducting the area of glass. No wastage shall be measured for payment.

Acoustic wooden door Providing and fixing sandwich type composite sound reducing flush door shutter with frame with laminated/ veneer finish approximate 70mm thick (single leaf/ double leaf) of any size for all levels, all floors, all heights made out as follows. 1) The best quality kiln seasoned, termite-treated teak wood frame of approximate section size 110 mm x 100 mm including making necessary grooves in the frame for fixing of suitable acoustic seal on rebates to block noise leakage from gap in between door frame and shutter. Frame shall be fitted with acoustic seal of required size in the perimeter of the frame fitted in grooves of the suitable rebate both in frame and shutter. 2) Shutter Internal Framing (stile, rail members, battens) shall be made out of best quality kiln seasoned, termite-treated teak wood with minimum 40mm thickness and minimum 100 mm width along with required numbers and size of diagonal bracing as per requirement. 3) The core of door shutter shall be filled with approved quality acoustic insulation infill material, sound absorbing and damping material or any other proprietary insulation material as per test evidence. 4) 12 mm thick plywood of approved make conforming to IS: 710 fixed on both sides of the core of the shutter (on a Shutter Internal wooden frame) with required approved quality primer at the unexposed surface, formed shutter assembly shall be fixed with a lipping of one layer minimum 9 mm thick on all four sides of the shutter and along with shutter it shall be fitted with acoustic seal of required size in the perimeter of the shutter(three sides) fitted in grooves. 5) Both exposed sides of the shutter shall be finished with fixing veneer/ laminate of approved shade and make. However, Veneer/laminate shall be paid in relevant tender items. In the case of veneer finish, specified polish/paint on the veneer surface is to be paid in relevant tender items. 6) All types of exposed wood shall be finished with polishing/Painting work.

7) Best quality Automatic Dropdown Seal of approved make and specification as per requirement shall be fixed at the bottom of the shutter. 8) overall wooden acoustic door shutter with frame shall have NRC value up to 40 db. 9) The door assembly shall be fixed to the door frame using minimum 4 number required size as per capacity, any Type, any finish hinges for each shutter however, hardware i.e Hinges, Door Lock, Push Pull door handle, Tower bolt etc. shall be paid in relevant tender items. The rate shall be inclusive of all the best quality kiln seasoned, termite-treated teak wood members for the door frame,shutter internal framing, beadings etc, 12mm thick ply on both sides, 9 mm ply on four side with necessary anchor fasteners, sheet metal screws, nails, adhesives, accessories, and necessary consumables with all labor, architectural mouldings, sandpapering, edge moulding, groove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge excluding polishing/Painting on wooden members and hardware. The contractor shall get the approval for the loose sample of best quality kiln seasoned, termite-treated teak wood along with its source location from the Engineer in charge before execution. contractor shall prepare shop drawings based on concept design/drawings including fixing arrangement and get approval from the engineer in charge before mass execution. based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The door frame and shutter shall be fixed on any type of surface i.e. masonry, RCC, drywall system, metal work, etc. with a required capacity of anchorage as per manufacturer specifications.The stability of the door is the responsibility of the contractor. The out-to-out area (one side) of the Fabricated Flush door shutter (without door frame) shall be measured for payment without considering any wastage.

Aluminium work for Door/window/louvers/ventilators etc. frame and shutter Providing and fixing Frame and shutter(Fixed/openable) for doors and windows, louvers, ventilators, etc. for all levels, all floors, all heights made out of aluminium works with extruded built-up, standard tubular sections/ appropriate Z sections, sheet, flat bar, and other sections of approved make conforming to IS:733 and IS:1285, having polyester powder coating (minimum thickness of polyester powder coating 50 microns), fixing with SS 304 dash fasteners of required Dia and size, including necessary filling up the gaps at all around and both side, i.e. at top, bottom, and sides; with required EPDM rubber/ neoprene gasket, etc. complete. Aluminium sections shall be smooth, rust-free, straight, metered, and jointed mechanically wherever required including cleat angle, pressure cleat, crimping angle, aluminium snap beading for glazing/panelling, SS 304 screws, etc. all complete as per approved shop drawings and the directions of Engineer-in-charge. The rate shall be inclusive of PVC shims minimum of 5mm thick, with backer rod and silicone sealant (both sides), dash fastener, etc complete. Only glazing, in-fill panelling of shutter, and door hardware shall be paid for separately. The contractor shall prepare shop drawings based on architectural concept design/drawings and get approval from the Engineer in charge before execution. The contractor shall also prepare a mock-up with all required hardware as suggested and approved by the Engineer in charge. The item shall be executed after prior approval of the Engineer in charge.

1 mm thick laminate Providing & Fixing 1 mm thick high pressure (factory pressed) laminate sheet of plain/ wood grain in gloss/ matt/ suede finish and approved make and shade with high-density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Type S, including cost of adhesive of approved quality. Laminate shall be applied on the door shutter, wall panelling, ceiling, or any interior work, etc. The sample shall be approved by the Engineer in charge. The actual installed area of the veneer shall be measured for payment.

4 mm thick decorative veneer Providing and fixing 4 mm thick decorative veneer (factory pressed with door shutter or plywood for interior work) conforming to IS: 1328 (type-1) having the top layer of 0.3 mm slice thickness decorative veneer and base layer of 3.5 mm thick BWP Gurjan Ply of approved make, shade and pattern/ texture, for plain lining/ cladding/ ceiling work, on flush door shutter, pelmet or any interior work in any design, any pattern, any shape, etc with necessary screws, adhesive including priming coat on the unexposed surface. The veneer shall be fixed on the ply with or without groove as per drawing. If required, perforation shall executed as per drawing (on ply+ veneer surface) and paid separately in the relevant item of schedule. The actual installed area of the veneer shall be measured for payment.

SS Mosquito net Providing and fixing fly-proof stainless steel net/ mesh grade 304 made out of wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture in any type of door, window, ventilation frame or shutter, behind louver etc (openable or fixed) as per drawing with matching first class Teak wood beading/aluminium beading with required screw, nails, fastener, etc. complete for all floor, all level, all height and as directed by the engineer in charge. The rate shall be inclusive of SS mesh, with all required accessories but excluding the cost of aluminium work, wooden work, and hardware in case of openable shutter and polish work. The installed area (without shutter frame) shall be measured for payment without considering any wastage. The sample shall be approved before the execution of the work.

Rolling Shutter Supplying and fixing rolling shutters of an approved make, made of 80x1.25 mm M.S. laths with a 1.25 mm thick top cover, interlocked together along their entire length and jointed at the ends with end locks, mounted on a specially designed pipe shaft with brackets, side guides, and arrangements for inside and outside locking, operated with push and pull operation. This includes the cost of providing and fixing necessary 27.5 cm long wire springs made from high tensile steel wire conforming to IS: 4454 - Part 1 and M.S. top cover of required thickness including providing mechanical device chain and crank operation for operating the rolling shutter. Additionally, provision is made for grilled rolling shutters manufactured from 8 mm diameter M.S. bars instead of laths, as per the design approved by the Engineer-in-charge (the area of the grill equals the width of the shutter and the required height). The rate shall include epoxy primer and enamel paint of an approved make and shade, applied to both sides as per the manufacturer's specifications, along with the guide channel and hood cover of the rolling shutter. Out-to-out dimensions of the shutter, including the guide channel and hood cover, shall be measured for payment.

Glass Providing and fixing glass with beveled/non beveled edge in the door, window, ventilation, fixed glazing, partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per drawings and directions of engineer-in-charge. (Cost of beading shall be covered in basic item). Glass shall be of any shade, any size, any shape as per approved make, sample, and Drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before the execution of the work. The installed area shall be measured for payment without considering any wastage. a) With clear toughened glass panes of 6.0 mm thickness

Glass Providing and fixing glass with beveled/non beveled edge in the door, window, ventilation, fixed glazing, partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per drawings and directions of engineer-in-charge. (Cost of beading shall be covered in basic item). Glass shall be of any shade, any size, any shape as per approved make, sample, and Drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before the execution of the work. The installed area shall be measured for payment without considering any wastage. b) With clear toughened glass panes of 8.0 mm thickness

Glass Providing and fixing glass with beveled/non beveled edge in the door, window, ventilation, fixed glazing, partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per drawings and directions of engineer-in-charge. (Cost of beading shall be covered in basic item). Glass shall be of any shade, any size, any shape as per approved make, sample, and Drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before the execution of the work. The installed area shall be measured for payment without considering any wastage. c) 17.52mm thick laminated glass - 17.52mm thick clear laminated glass with (8mm toughened glass + 1.52mm thick Acoustic PVB lamination + 8 mm toughened glass)

Extra for providing frosting/ etching process on glass of any thickness in any pattern for all levels, all floors, all heights as per approved sample. Frosted/ etched area of glass shall be measured for payment.

Note for Brass Hardware - 1. Brass hardware shall be heavy and good quality with clear coat matt PVD brass finish (if not specified anywhere else) in customized design (if required), of approved make for doors, windows, louver, ventilators, transom, etc. with necessary brass screws, nails, accessories, etc. complete as per design intent and as directed by Engineer-in-charge. 2. Engineer incharge reserves right to reject part or all work of sub standard or not in confirmation to sample approved/or not as per mock up and in such case contractor required to re do the same work confirming with approved sample/mockup without any extra cost. Sample and mock shall not be payble if rejected or casted in other location (not in scope of work area).

Providing good quality made of Brass padlock of approved make with double locking mechanisam and three number digital nickel plated brass keys for door and to be locked in Aldrop. Lock body cover shall be made of brass, polished and lacquered finished. Cylinder and cylinder housing shall be made of brass and remaining parts shall be made of good quality steel. Lock shall be rust resistance and anti pick technology. Samples shall be approved by Architect before execution.

Handle made out of brass Providing and fixing good quality handle made out of brass with specified size, of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. b) 150 mm long, 15mm dia x minimum 1.5mm thick/ 15mm wide x 3mm thick

Hinges made out of brass Providing and fixing good quality hinges made out of brass with the specified size for doors, windows, ventilators, transom, etc. of approved make with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. b) 100 x 75 x 3 mm - with ball bearing

Push Pull handle made out of brass Providing and fixing good quality Push-Pull pair of handle made out of brass with the specified size, of H/D shape for the door, window, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. a) 300 mm long, brass pipe of size 25mm Dia x 3mm (thickness of pipe)

Push Pull handle made out of brass Providing and fixing good quality Push-Pull pair of handle made out of brass with the specified size, of H/D shape for the door, window, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. b) 450 mm long, brass pipe of size 30mm Dia x 3mm (thickness of pipe)

Tower bolt made out of brass Providing and fixing good quality tower bolt made out of brass with specified sizes of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. a) 150mm long, barrel of 15mm Dia with min 9 mm rod and flap type/Without flap type fixing arrangement

Tower bolt made out of brass Providing and fixing good quality tower bolt made out of brass with specified sizes of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. b) 300mm long, barrel of 15mm Dia with min 9 mm rod and flap type/Without flap type fixing arrangement

Tower bolt made out of brass Providing and fixing good quality tower bolt made out of brass with specified sizes of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. c) 450mm long, barrel of 15mm Dia with min 9 mm rod and flap type/Without flap type fixing arrangement

Door Stopper made out of brass Providing and fixing good quality door stopper made out of brass with specified sizes, with or without magnet/ rubber or PVC base, lever type, shutter mounted/ wall mounted/ floor mounted as per approved/ customized design, approved make and approved shape of for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.

Aldrop made out of brass Providing and fixing good quality aldrop made out of solid extruded Brass of 250 to 300 mm x minimum 15 mm size with required no of brackets of approved make , and shape for the door, window, transom, etc., and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.

Window hook and eye made out of brass Providing and fixing Brass solid window hook and eye of 150 to 200mm long and min 6mm dia in any design and shape with clear coat PVD matt finish and with required size brass screws and pin etc.

SS 304 Push Plate with matt PVD brass finish Providing and fixing SS 304 1.5 mm thick push plate in matt finish of approximate size 300mm minimum x 100mm as per drawing of, approved make, etc. for all levels, all floors, and all heights of any type of door, with required SS 304 screws, adhesive, adhesive tape, and accessories of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. All exposed surfaces made of stainless steel shall be finished with a matt PVD brass finish. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.

SS 304 Grade handle Providing and fixing SS 304 grade handle in matt finish of the specified size, specified shape for the door, window, etc. of approved make for all levels, all floors, and all heights of any type of door, with required SS 304 screws, accessories, and pin of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. a) 600 mm long, 32mm dia x 1mm thick grab Handle for disabled toilet door

SS 304 Kick Plate Providing and fixing SS 304 1.2 mm thick Kick plate in matt finish of size 1000mm (+/- 100mm) (W) x 300mm (H) for disabled toilet door/ kitchen door as per drawing of, approved make, etc. for all levels, all floors, and all heights of any type of door, with required SS 304 screws, adhesive, adhesive tape, and accessories of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.

Vitrified tiles - For flooring fixing with cement mortar Providing and laying Vitrified tiles in different sizes (superior quality tiles) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours, shades, finish (anti skid/ satin/ polished etc) for flooring in required design and patterns as per the drawings, laid over average 40 mm thick base of cement mortar 1 : 4 (1 cement : 4 coarse sand) and jointed with groove or without groove with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and curing etc. all complete as specified and as directed by the Engineer-in-Charge. Rate shall be inclusive of vitrified tile (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout which shall be payable under relevant item. a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick

Vitrified tiles - For dado/riser/skirting fixing with adhesive Providing and laying Vitrified tiles in different sizes (superior quality tiles), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours, shade and finish (satin/ polished etc) in wall tile/ dado, riser of steps, and pillars laid in any pattern over any type of levelled surface, in any pattern with suitable cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477of approved make and jointed with groove or without groove with grey cement slurry mixed with pigment to match the shade of the tiles, including providing 6 to 10mm wide groove between wall tiles and plaster edge treatment, rubbing, curing, finishing, cleaning, protection, scaffolding and wastage etc. all complete as specified and as directed by Engineer-in-Charge. Length of tiles for dado shall be as per design to match the joint and pattern. Shade of dado must be match with flooring stone. Rate shall be inclusive of vitrified tile (as per approved sample), adhesive for fixing, cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout which shall be payable under relevant item. a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick

Grouting the joints of flooring/ wall tiles/ stone Extra for Providing and Grouting the joints of flooring/ wall tiles/ stone as specified having joints of up to 5 mm width in total thickness, using epoxy grout of approved make and shade including PVC spacer, filling/ grouting, protecting tile, abro-tap and finishing complete as per direction of Engineer-in-charge. a) Tiles/ stone of size 600 x 600 mm x minimum 9mm thick

Ceramic tiles - For flooring fixing with cement mortar Providing and laying 6mm to 8mm thick Ceramic tiles of any shade (uniform), any size and any shape for flooring in required design and patterns as per the drawings, laid over average bedding 40 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), and jointed with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and, curing etc. all complete as specified and as directed by the Engineer-in-Charge : Rate shall be inclusive of ceramic tile (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete.

Ceramic tiles - For dado/skirting/risers fixing with adhesive Providing and laying 6mm to 8mm thick Ceramic tiles of any shade (uniform), any size and any shape in dado, skirting, risers of steps and pillars laid in any pattern over any type of levelled surface fixed with minimum 6mm thick cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477 of approved make and jointed with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and curing etc. all complete as specified and as directed by the Engineer-in-Charge. Rate shall be inclusive of ceramic tile (as per approved sample), adhesive for fixing, cement slurry, matching pigment, all labour etc complete.

Kota stones - for flooring/ trade/riser/coping - fixing with cement mortar Providing and laying machine-cut 25 mm thickness Kota stones specified finish, any shade (uniform), any size, and any shape for flooring/ trade/riser/coping in required design and patterns as per the drawings, laid over an average bedding of up to 40 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), and joined (paper joint) with grey/white cement slurry mixed with a pigment to match the shade of the slabs, including finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage, etc. all complete, for all levels, all floors, all heights, as specified and as directed by the Engineer-in-Charge. stone slabs to have pencil corners and polished at the exposed edges in even and uniform thickness wherever required. The rate shall be inclusive of Kota stones (as per the approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour, etc complete, but excluding additional cement mortar bedding/concrete screed bedding (if required as per the drawing) which shall be payable under the relevant Tender items. The Contractor shall arrange loose samples for approval from the Engineer-in-Charge before mass execution. The actual laid area of the Kota stones shall be measured for payment without considering any wastage.

20mm to 25mm thick Precast Pattern tiles flooring/skirting Providing and laying approximate 20mm to 25mm thick Precast Pattern tiles flooring/skirting in the required size, colour, shade, design, and patterns as per the drawings and having strength not less than 4N/mm2, Thickness of wearing layer not less than 10-12mm with graded stone/ marble chips of size up to 12 mm, laid over average bedding 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) in flooring, skirting, etc. and fit jointed with grey/white cement slurry mixed with pigment to match the shade of the tiles, including rubbing, curing and polishing up to the satisfaction of the engineer in charge and all complete as specified and as directed by the Engineer-in-Charge. The rate shall be inclusive of Precast terrazzo/pattern tiles (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour, finishing, protection coating, etc complete for all floors, all level, all height as directed by the engineer in charge. Sample shall be approved before starting the work. Mock-up shall be carried out as per approved sample. The area of laid concrete terrazzo tile flooring shall be measured for payment.

Cast-in-situ Concrete terrazzo flooring Providing and laying cast in situ Terrazzo finish natural stone chips flooring as per approved make, monolithic in appearance, in the required size, color, shade, design, and patterns as per the drawings and desired finish with under layer of 12 to 20 mm thick 1:2:4 - 1 Cement:2 Sand: 4 aggregate and top layer 15 to 18 mm thick stone chips of any shade, of sizes from 7 mm to 10 mm nominal size, laid in cement-marble powder/Dolomite mix 3:1 (3 cement: 1 marble powder by weight) in the proportion of 4:7 (4 cement-marble/Dolomite powder mix: 7 stone chips by volume) with the matching shade of pigment in grey and/or white cement of required proportion to achieve desire shade, etc. complete including rubbing, curing up to required time and approved method, finishing, and polishing up to the satisfaction of the engineer in charge and all complete as specified and as directed by the Engineer-in-Charge. The contractor shall make sure to prevent any imperfection i.e. cracks/pinholes etc. in the flooring. The sample shall be approved before starting the work. The Mock-up shall be carried out as per the approved sample. The rate shall be inclusive of the base coat, Top coat- the casting of terrazzo, divider strip of approved material and size, curing, cleaning, mirror polishing up to the satisfaction of the engineer in charge, finishing, protection coating, loading, unloading, sealer coat, etc. complete as directed by the engineer in charge. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. The area of laid concrete terrazzo flooring shall be measured for payment.

IPS Flooring Providing and laying IPS (Indian Pattern stone) flooring as per approved make, made of under layer up to 40 mm thick 1:2:4 - 1 Cement:2 Sand: 4 aggregate and 5 mm to 8 mm thick top layer made out of 3:1:1 (3 Cement: 1 Sand: 1 Marble/dolomite powder mixed with required color/shade pigment to achieve the desired shade, monolithic in appearance, in the required size, color, shape, shade, design, and patterns in different color as per the drawings, laid on a leveled surface, etc. complete as per design/drawing including rubbing, curing, finishing, polishing, and sealer coat up to the satisfaction of the engineer in charge and all complete as specified and as directed by the Engineer-in-Charge. The contractor shall make sure to prevent any imperfection i.e. cracks etc. in the flooring. The sample shall be approved before starting the work. The Mock-up shall be carried out as per the approved sample. The rate shall be inclusive of the casting of IPS flooring, divider strip of approved material and size, curing, cleaning, mirror polishing up to the satisfaction of the engineer in charge, finishing, protection coating, loading, unloading, sealer coat, etc. complete as directed by the engineer in charge. The architect and Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. The area of laid IPS flooring shall be measured for payment.

Additional Floor bedding with Cement mortar : Providing and laying cement mortar 1:4 (1 cement : 4 coarse sand) for additional thickness below flooring item required for gradient and as per drawing and as directed by engineer in charge including spreading as per gradient, levelling, finishing, curing etc complete as directed by Engineer in charge.

WALL PANELLING WORK Note : 1) Contractor shall prepare shop drawing based on concept drawing/ design for all false ceiling, panelling and partition work co-ordinate with services and get approved by Engineer in charge before execution of work. 2) All veneer and wood shall be FSC (Forest Stewardship Council) & Green Guard Certified. 3) All Manufactured products shall be with at least 5% recycled content. 4) Sample of all loose material and mock-up shall be approved by Engineer in charge. 5) Any wood / wood base material / plywood / MDF Board shall be treated with antitermite treatment as per relevant IS before use. Rates are inclusive of anti-termite treatment of all such members. 6) Contractor shall co-ordinate for all services in wall panelling/ ceiling work i.e. making openings for light fittings, switch board, electrical points, grills, diffusers, cut-outs for any services, provision of addition framing member for strengthen, making good as per satisfaction of Engineer in charge. 7) All elements shall be factory fabricated and finished, only final finishing to be made on site with all precautions. 8) Contractor shall coordinate all services work (cutouts and provisions) in all type of wall panelling, false ceiling, partition, pelmet and other interior work. All cutout and services provisions shall be finished at factory/ work shop.

Mirror with wooden frame Providing and fixing 6mm thick extra clear mirror (with low iron content) of approve make in any shape and sizes with kiln seasoned termite treated superior class Teak wooden frame of size upto 100mm x 38mm and as per drawing. Wooden framing shall be with some carving, moulding work as per intent and water based exterior grade PU polished. Cement bonded particle board/ cement fibre board of minimum 6 mm thickness shall be fixed to wall with SS 304 screw/ fastener in proper plumb and level. Mirror shall be fixed with silicon sealant/ double sided tape on cement board. Wooden frame shall be fixed at periphery of glass in good workmanship manner etc. complete at all floors, all levels, all heights as directed by Engineer-in-charge. Rate shall be inclusive of mirror, cement bonded particle board/ fibre cement board, wooden framing including moulding, carving, adhesive, double sided tape, screw, fasteners, PU polish and all required accessories. Out to out area of mirror with wooden frame shall be considered for payment without any wastage.

Providing and fixing 19 mm thick plywood BWP grade (IS – 710) of approved make having, density minimum 600 Kg/m3, emission levels as per E-1 formaldehyde, for plain lining/ cladding/ ceiling work, pelmet or any interior work in any design, any pattern, any shape with necessary screws, for all height all level etc complete as directed by Engineer-in-Charge. Rate shall be inclusive of 6mm thick peripheral beading of all around to ply (width of beading as per ply + finish surface) as per drawing. Veneer/Laminate or any other finish shall be paid in the relevant tender item.

Urinal Partition - solid compact laminated sheet Providing and fixing 18mm thick Urinal Partitions of approved make, shade, texture (same on both side), made of solid compact laminated sheet. Compact Laminate sheet shall be anti bacterial made with core of phenol resin treat papers with black colour top layer treated with special melamine resin under high pressure and temperature, which shall be resistant to heat, bacteria, water, chemical, scratch and impact. Finished product shall be as per approved texture, shade and developed according to IS-2046 and BS-476/97 standards. The partition shall include necessary hardware fittings, made out of SS-316, as per manufacturer’s specifications and approved by Engineer in charge. Hardware used for fixing shall consist of - 1) SS 316 right angle brackets or in full length at both side 2) SS Screws 316 & P.V.C Wall Plugs Actual area of compact sheet shall be measured for payment. Rate shall be inclusive of all material, labour, fixing with all hardware.

Toilet cubical - without bottom support Providing and fixing wall hanging/ top hanging (without bottom support) toilet/ shower cubical systems of approved make in required size partition and door width with 18mm thick antibacterial, antifungal conforming to latest and applicable IS: 2046-1995, EN 438:2016 with Green guard Certification, including doors, pilasters & intermediate panels, which shall be resistant to heat, bacteria, water, chemical, scratch, termite and impact. Compact board shall be resistance to water immersion through permissible increase on thickness and mass <0.60% and board density >1.35kg/cm3 and manufactured under EN438-2&3:2005 standard. Compact panel shall be of approved shade, texture and make. The top supporting system shall be run above the ceiling. To strengthen and support the system and it shall be settled on end walls with MS member. Mid panels and Pilaster will be fixed with box top support of SS (316 grade).

The intermediate panels will be attached to the wall with the help of approved SS channels (grade316) and all required hardware, made up of stainless steel as per manufacturer’s specification. Door knob, gravity hinges, Thumb turn locksets with occupancy indicators, coat hooks with door stopper, U channel, top rail with corner connector, adjustable foot/ pedestal, Rubber noise deafening tape, screw & wall plugs shall be approved under the instruction of Engineer-in-charge. All screw shall be of SS 316 grade in stain finish. All pilasters are supported by SS 306 bottom cladding. The floor with a clearance height up to 110 mm. Cubical shall be procured and install from system manufacturers and not self made and assembled. Dimensions of the cubical system shall be as per conceptual drawing and as per site condition. Contractor shall prepare shop drawing with all hardware and accessories for approval before execution. Work shall be carried out as per approved shop drawing. Note:- Total Area of Board (used in door or in front or in partition) shall be measured for payment which will include cost of all SS fittings, SS pilasters mentioned in the item. However, MS work, if required, for suspending cubicle system shall be paid in relevant item.

PAINTING/POLISHING WORKS Note:- 1) All adhesives, sealants & paint shall be water based, with low VOC content with acceptable VOC content and lead free. 2) Paint shall be applied after thoroughly brushing the surfaces, free from mortar dropping and other foreign matter, preparing the surface even and sand papered smooth etc, after applying every coat of putty and primer complete. 3) Contractor shall furnish warranty paper, wherever applicable. 4) If necessary more coats shall be applied till the surface presents a uniform appearance without any extra cost. 5) Paint shall be applied with any means (i.e. brush, roller, spray etc) 6) Contractor shall prepare sample of minimum three shades as suggested by engineer in charge for approval. 7) The rate shall be applicable for all floor, all level, all height by any means of scaffolding.

White cement-based putty Providing and applying white cement-based putty of average thickness 1 mm, of approved make and manufacturer, over any surface to prepare the surface even and smooth complete for all floor all height all levels.

Primer Providing and applying two priming coats with the primer of approved make and manufacture, having low VOC (Volatile Organic Compound) content, Modified acrylic, water-based alkali-resistant primer with low VOC over any surface to complete for all floors all heights all levels.

Acrylic emulsion paint - interior grade Providing and applying premium acrylic emulsion paint (superior quality) of interior grade Two coats of interior grade premium acrylic emulsion paint of approved make and shade with highly washable, Anti fungal, anti bacterial, scratch resistant and scrub resistance property, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, on wall/ ceiling/ false ceiling/ partition etc including applying additional coats wherever required to achieve even shade and colour.

Acrylic emulsion paint with primer - Exterior grade Providing and applying 100% Acrylic Smooth exterior paint with exterior primer of Two or more coats of paint including required number of priming coat of exterior primer as per manufacturer's specification of approved make and shade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of required shade over any surface to complete for all floors all heights all levels. Exterior paint and primer shall have minimum 7 years warranty.

White washing/Colour Washing with lime White wash with lime on any surfaces (Min 3 coats with brush) to give an even shade at all heights/ all levels/ all floors including scraping the existing painted surface (if required), thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter including necessary scafolding, tools, tackels for all height all level etc. complete as directed by enginweer in charge.

Acrylic washable distemper Providing and applying water bound Acrylic washable distemper (minimum 3 coats) of approved make and of approved color & shade, on newly dry interior plastered surface at all heights to give an even shade, including applying required coats (min three coats) of white cement based readymade putty of approved make after thoroughly brushing the surfaces free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth etc. complete after applying every coat of putty. Priming coat of cement primer (water or solvent based) is to be applied on puttty etc. complete as directed by engineer-in-charge. Sample to be approved before starting of the work. The rates shall include the cost of filler for filling the cracks on surface and excluding putty & primer. Putty & Primer cost shall be paid in relevant item.

Acrylic polymer based texture Providing and applying the external finish of average 2 to 3mm thick acrylic polymer based texture of approved make and pattern with standard tool and applicator as specified by manufacturer on exterior surfaces at all heights including scaffolding to give even shades including thoroughly brushing the surfaces free from mortar dropping and other foreign matter and sand paper smoothed etc. complete as per the manufacture specifications and up to the satisfaction of Engineer in-charge/ Architect. The rate includes making of grooves, pattas and finishing as directed by Architect/ EIC. Paint shall be measured and paid in separate tender item. (Item should be executed by approved applicator only.)

Enamel Paint on Wooden Surfaces Providing & applying minimum three coats of enamel paint (1 coat of wood primer and 3 coat of enamel paint) of approved make and shade on Internal/ external wooden door window or any other surfaces of Glossy, flat, pearl luster and Matt finish, at all heights, all levels to give an even shade, including thoroughly brushing the free from mortar droppings and other foreign matter and sand papering (with 400 to 500 grit size sand papered) smooth etc. complete. The paint shall be applied after applying a coat of primer (wood primer) and required coats (min one coat) of wooden putty. Elevation Area of Painted surface of wooden element shall be measured for payment. Patta/bend lessthan 300 mm and carving/ornamental motif etc. depth upto 300 mm in same wooden element for which paint to be done shall not be measured for payment seprately.

Enamel Paint on Metal Surfaces Providing & applying minimum four coats of enamel paint on all surfaces of existing metal element/ member including proper surface preparation (i.e. sand papering to remove existing paint, rusting, removing foreign matter, and making smooth, etc), metal putty (if required), applying 2 coat zinc chromate yellow oxide primer and minimum 2 coat of enamel paint of approved make, shade, finish as per manufacturer's specification, all heights/ all levels/ all shapes & sizes with all leads & lifts for existing work of any type of metal section like rolled steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt etc. all confirming to latest relevant IS codes for the metal elements i.e. railings, truss, purlin, grill, pole, foundation plate & bolt, platforms, brackets, fencing pole, electrical elements etc of glossy, flat, pearl luster and matt finish, etc. complete. Elevation Area of Painted surface of Metal element shall be measured for payment. Patta/bend less than 300 mm and carving/ornamental motif etc. depth upto 300 mm in same metal element for which paint to be done shall not be measured for payment seprately.

ROOFING WORK Note - 1) Contractor shall prepare shop drawing for truss system with all members including all services provision and get approval from Architect and engineer in charge. 2) Contractor shall provide methodology statement for installation and finishing of truss system before starting the work. 3) The rate shall be for all height, all level, including required lifting arrangement. 4) Sample of all loose material and mock-up shall be approved by Engineer in charge. 5) Contractor shall co-ordinate for all services in roofing system/ wall panelling/ ceiling work i.e. making openings for light fittings, switch board, electrical points, cut-outs for any services, making good as per satisfaction of Engineer in charge. 6) All elements shall be factory fabricated and finished, only final finishing to be made on site with all precautions or as suggested by engineer incharge.

Pre-coated galvanized iron profile sheets: Providing and fixing pre-coated galvanized iron profile sheets (size, shape, and pitch of corrugation as approved by the Engineer-in-Charge), with a total coated thickness of 0.50 mm (base metal thickness of 0.45 mm and a coating thickness of 0.05 mm). The sheets shall have a zinc coating of 120 grams per sqm as per IS: 277, in 240 MPa steel grade, with a 5-7 micron epoxy primer on both sides and a 15-18 micron polyester top coat. The sheets shall be supplied with a protective guard film of at least 25 microns to prevent scratches during transportation and shall be available in single lengths up to 12 metres or as specified by the Engineer-in-Charge. The sheets shall be fixed using self-drilling/self-tapping screws (size 5.5 x 55 mm) with EPDM seals, suitable for any pitch, on horizontal, vertical, or curved surfaces. The work includes cutting to size and shape where required but excludes the cost of purlins, rafters, and trusses. The actual installed plan area of the GI profile sheets will be measured for payment, excluding any wastage.

Roofing accessories - gutter/flashing/ridge (600 mm over all girth) Providing and fixing pre-coated galvanized steel sheet roofing accessories, including gutters, flashings, and ridges, with an overall girth of 600 mm. The accessories shall have a total coated thickness of 0.50 mm (base metal thickness of 0.45 mm and coating thickness of 0.05 mm), with a zinc coating of 120 grams per square metre as per IS: 277, in 240 MPa steel grade. The sheets shall be coated with a 5-7 micron epoxy primer on both sides and a 15-18 micron polyester top coat. The accessories shall be fixed using self-drilling/self-tapping screws, as directed by the Engineer-in-Charge, for all floors, levels, and heights. The actual installed length of the gutters, flashings, and ridges will be measured for payment, excluding any wastage.

Sandwich panels for roofing Providing and fixing pre-painted sandwich panels for roofing, of an approved make. The panels shall feature PPGL type 35/250 profile sheets, SMP coated, with a thickness of 0.5 mm (TCT) for both external and internal surfaces, and light profiling at the bottom, with a guard film on both sides. The insulation core shall be rigid PIR insulation with a minimum density of 40 kg/m³ and a minimum thickness of 50 mm at the valley. The rate shall include all necessary accessories such as fasteners, washers, stitch rivets, lap sealant, fillers, gable and eaves flashings, and ridges, using the same material as the panel skins. The work will involve sealing laps with sealant, protecting exposed ends, and ensuring proper installation as directed by the Engineer-in-Charge for all floors, all levels, and all heights. The panels shall be procured in the approved colour and brand. The actual installed plan area of the sandwich panels will be measured for payment, excluding any wastage.

METAL WORK Note - 1. All adhesives, sealants & paint shall be with low VOC content with acceptable VOC content lead free. 2. Contractor shall prepare shop drawing base on concept design/ drawing for any type of fabrication work and get approved. Contractor shall prepare mock-up/ prototype (as suggested) as per approved shop drawing for approval. Work shall be carried out as per approved shop drawing, approved mock-up/ prototype and as suggested by Engineer in charge. 3. Rate shall be for all floor, all level all height. 4. The rate shall include cost of all types of fasteners (ETA approved) to be used for fixing. 5. Structural stability shall be responsibility of contractor for all kind of metal work. 6. All elements shall be factory fabricated and finished, only final finishing to be made on site with all precautions. 7. Contractor shall coordinate all services work (cut-outs and provisions) in metal work. All cut-out and services provisions shall be finished at factory/ work shop. 8. contractor shall provide PVC/ nylon separator, where two different metals connect to avoid galvanic reactions.

Structural steel work - Fabrication works - with enamel paint Providing, fabricating, assembling, hoisting, erecting and fixing in position structural steel work at all heights/ all levels/ all shapes & sizes with all leads & lifts using any type of MS section like rolled steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt etc. all confirming to latest relevant IS codes for the metal elements i.e. truss, purlin, railings, signage pole, gates, screen wall, commercial pole, gantry structure, grills, bracings, foundation plate & bolt, platforms, brackets, fencing pole, framing for advertise box on lighting pole, electrical elements etc. including straightening, cutting, bending, bolting and welding the members all as per structural drawings and as per detailed specifications (for materials & workmanship) including profile cutting, smooth grinding, machining of edges/ faces, necessary welding (electric arc welding) for required weld lengths and sizes, machine drilling of holes for joining/ anchoring; necessary arrangements of templates to keep the foundation bolts in position dry sanding, degreasing (wet cleaning) & preparation of rust-free surface manually or mechanically, metal putty to make the surface even and smooth, necessary scaffolding/ staging, anchor fasteners for fixing etc complete. Contractor shop/ fabrication prepare shop drawing and get approved. The fabrication work shall start only after approval of the fabrication drawings. Fabrication shall be in a perfect Architectural workmanship manner and as provided in Section V & VI of IS 800 & IS 7215. The rate shall include for applying (on all surfaces of MS member) applying 2 coat zinc chromate yellow oxide primer and 2 coat of enamel paint of approved make as per manufacturer's specification, anchor fastener etc all complete.

Structural steel work - Fabrication works - with PU paint Providing, fabricating, assembling, hoisting, erecting and fixing in position structural steel work at all heights/ all levels/ all shapes & sizes with all leads & lifts using any type of MS section like rolled steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt, railing etc. all confirming to latest relevant IS codes for the metal elements i.e. window grill, transom bar, bright bar in wooden door - window frame, railings, gates, grills, bracings, foundation plate & bolt, support at truss system, truss, purlin, rafter ,cleat, platforms, brackets, fencing pole, signage pole, service elements, Jali, clamp, logo etc. including straightening, cutting, bending, embosing, bolting and welding, eatching (if required) the members all as per structural drawings and as per detailed specifications (for materials & workmanship) including profile cutting, smooth grinding, machining of edges/ faces, necessary welding (electric arc welding) for required weld lengths and sizes, machine drilling of holes for joining/ anchoring/bolting, necessary arrangements of templates to keep the foundation bolts in position dry sanding, degreasing (wet cleaning) & preparation of rust-free surface manually or mechanically, metal putty to make the surface even and smooth, necessary scaffolding/ staging, anchor fasteners,extra for bending elements for fixing etc complete. Contractor prepare shop drawing and get approved. The fabrication work shall start only after approval of the fabrication drawings. Fabrication shall be in a perfect Architectural workmanship manner and as provided in Section V & VI of IS 800 & IS 7215. Contractor shall responsible against stability, safety etc all complete,structual steel work as per approved make. The rate shall include for applying (on all surfaces of MS member) two or more coats PU paint (DFT min 40 micron per coat)/Hammer Finish paint of approved make and shade over two coat (DFT min 50 micron per coat) of anti corrosive epoxy base primer for PU paint/ epoxy primer for hammer finish paint, as per manufacturer's specification, anchor fastener etc all complete.

Extra for providing Hot dip galvanizing work confirming to IS 4759/ 2629/ 2633 with zinc of 610 GSM thickness on any type of MS section for any elements etc. for all the places, all heights, all level as per the drawing and as instructed by Engineer in charge. The rate shall include preparing the surface by shot blasting/ acid washing prior to hot deep galvanizing, labour, tools, machinery etc complete (Sample to be approved). The weight of steel sections before galvanization shall be measured for payment. The cost of steel sections shall be paid for separately under relevant item.

Stainless steel (304 grade) - Fabrication works Providing and fixing stainless steel (Grade 304) gratings, bollard, frames, guard bar, ladder, brackets, corner guard, skirting, kick plate, manhole cover, floor raceway cover, threshold and similar works made of Hollow tubes, channels, angles, flats, plates etc. including welding, bending, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i.e. fixing with necessary accessories & stainless steel 304 dash fasteners and adhesive of approved make, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Contractor shall submit shop drawing as per intent drawing for all structural elements. Contractor shall also submit deign calculations for peer review approval for stability of element. Contractor shall getting approval of shop drawing before execution of work. This item excludes SS modular railing system.

Sub grade preparation and consolidation Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.

GSB Construction of granular sub-base by providing close graded Material conforming to Grade-I, II or III (size range 26.5 mm to 0.075 mm - respective as per grade) having CBR Value-30 to 20 as per respective grade specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge.

WMM Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge.

CC Pavement - M 30 Providing and laying cement concrete pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with vacuum dewatering process and Power floater treatment in roads, pavements, platform, floors etc well compacted, mechanically vibrated with screed vibrator, finished to required levels, floated with neat cement and power trowelled to get desired smooth finish/ broom finish as per design, over a levelling course, including casted in panel, MS channel or box shuttering, curing etc as directed by Engineer. The Contraction joints to be formed at every 5m distance by grooving with mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in the drawing. LDPE sheet (min 125 gsm) shall be laid below pavement. The rate shall be inclusive of labour, making the grooves, filing groves with approved sealant and backer rod, provision of expansion joint, LDPE sheet and machinery cost etc complete and as directed by Engineer in charge. Reinforcement if required shall be paid in relevant tender item. Mock up for concrete pavement work (for brooming pattern and joints as per drawing) shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. Architect reserves right to reject part or all work of sub standard or not in confirmation to sample approved as per mock up.

Relocation of existing Natural Boulder stone within site/campus Relocating any type of natural boulder stone with approximate size up to 1200mm (L) x 800mm (W) x 900mm (H) as per drawing/design intent and as directed by the engineer in charge for all level/all height, loosely laid on any type of surface in proper level, carriage, loading, transportation, un-loading, stacking, laying in position, arranging etc finishing, protection etc. complete as directed by Engineer in Charge.

Sand Stone - 60 mm thick - Textured Finish - External Flooring Providing and laying 60 mm thick Sandstone flooring with machine cut sandstone of required size, shape, finish (i.e. river wash, flamed finish, leather finish, linen finish, sandblasted,canvas finish or similar finish), and shade (i.e. Red, White, Beige, Pink, yellow etc.) over average 40 mm thick base of cement mortar 1:4 (1 cement :4 sand), side buttered with cement mortar 1:2 (1 cement : 2 sand) including the provision of the groove of minimum 5mm size, pointing, finishing and filling the grooves with cement mortar and matching pigment as sample approved, including curing and cleaning with a wire brush to remove excess cement on the sides of stone up to the satisfaction of the Engineer in charges etc as per drawing and as approved and as directed by Engineer in charge. No mortar is to be visible on the surface. Exposed edge of stone shall be with rounded corner treatment in even thickness and finished same as slab finish as per drawing and as approved and directed by Engineer in charge. Granite shall be used in single possible length for staircase trade. The loose sample of the sandstone and laid mockup shall be approved by the Engineer in charge before mass execution. Rate shall be inclusive of Sandstone (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete.

Basalt/ Granite Cobble Stone - Approx. 100mm thick - Textured Finish Providing and laying approx. 100 mm thick Basalt/ granite cobble stone of any finished i.e. hand punched, horned finish, natural finish etc or similar finish in any shade (uniform), any shape of size as per design and drawing (approx. 100mm x 100mm) for flooring, pavement, etc in required design and patterns as per the drawings, laid over average 40 mm thick cement mortar 1:4 (1 cement : 4 sand) bedding, with joints, pointing and finishing and filling the grooves of size 5 to 10 mm with Cement mortar 1:2 (1 cement : 2 sand) and matching pigment, including curing and cleaning with wire brush to remove excess cement on the sides of stone up to the satisfaction of the Architect and Engineer-in-charges etc. complete. No mortar is to be visible on the surface. Sample shall be approved before execution. Rate shall be inclusive of Basalt cobble stone (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete.

Dry stone river pebble pitching Providing and laying dry stone pitching (by river pebble) on slopes having minimum thickness of 250mm laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and as directed by the engineer in charge.

High strength Precast pavement slab, M-30 Grade Designing, testing, manufacturing, transporting and fixing in position precast concrete pavement slab in any sizes, any shade, any shape, any pattern, any colour, any finish i.e. Grit finish, broom finish,shot blasted, sand blasted finished etc. as per design intent and minimum M-30 grade with required reinforcement and glass fibre or similar, machine made, factory finished for external pavement, footpath, pathways, parking areas, service lanes and other similar areas as mentioned in the drawing, as per IS 11447:1985 and other relevant IS code, and as directed by Engineer in charge for all lead, all lift, all level, all height/ depth, all location etc complete. Precast Concrete slab shall be laid over 50 to 80 mm thick average bedding layer of coarse sand below the slab as per the required grading and specification and required thickness cement mortar 1:4 (1 cement : 4 sand) bedding (wherever required) including provision of groove as per drawing. Precast concrete slab shall have chamfered corner at the exposed edge in even and uniform thickness as per design intent. The rate includes groove treatment (wherever required) as per drawing/ design intent, pointing, finishing, sand bedding, required cement mortar, curing and cleaning with wire brush to remove excess cement on the sides of slab up to the satisfaction of the Architect and Engineer-in-charges etc.The laid slab shall be mechanically compacted wherever required. No mortar is to be visible on the surface of precast slab. Precast slab shall be used in single possible length as per drawing. The work of the laying slab shall be executed in line, plumb and level. The precast slab shall be cut by mechanical means only, if required. precast slab shall be compacted and shall be re-laid if necessary. Contractor shall submit the method statement for Lifting arrangement of each precast slab to the engineer incharge for approval. Location and type of each Liffting hook wherever required shall be as per design intent and as approved from engineer incharge before mass execution.

The Sample and mock-up shall be approved before execution. damaged slab shall not be used in laying. Sample and mock shall not be payable if rejected. The actual laid volume of precast concrete slab shall be measured for payment without any wastage. Exposed aggregate finished flooring shall be laid over precast slab wherever required (in situ/factory finish as per requirement), however it shall be paid in relevant tender item. In case of damge occured in precast element during any activity, it shall be rejected and final decision shall be as per Engineer in charge. Contractor shall submit methodology for erection of each elements and get approved from Engineer in charge. Stability, strength, durability, water tightness etc. of each elemts shall be responsibility of contractor. Architectural appearance (i.e. shade, finish, texture etc) of surface of each elements shall be same. Variation in architectural appearance shall not be allowed. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Contractor shall provide methodology statement for Designing, transportation, installation-execution and finishing works before starting the work. Design of required structural subbase details for all precast slab is part of contractors scope. Reinforcement shall be paid in relevant tender item, however, quantity for reinforcement shall be as per approved drawing and get approved prior to mass execution. Excavation, color pigment(if required), subbase (GSB/WMM/PCC) and base preparation work shall be paid in relavent tender items.

Pre-cast concrete kerb Providing & fixing M30 grade of concrete factory-made precast exposed/ fair finish kerb stones of approved make and as per sample approved of any sizes, any shape. Kerb shall have chamfered type/ pencil corner edges. Kerbs shall be fixed on the base PCC with cement mortar 1:2 including flush pointing in CM (1:2) for all joints of the kerbstones, curing, etc. complete. The rate shall also include erecting and fixing in position all varieties/ shapes of kerbs (i.e. radius kerbs, corner kerb, quadrant kerbs, drain out kerb, flat kerb, parking edge kerb, ramp kerb etc) and drilling/making cutout in kerb wherever required as per drawing/ design intent for MEPF sevices provisions. Precast kerb shall be protected with good quality plastic sheet for protection against bituminous/ concrete work. The rate shall include the joining, curing, finishing, protection etc complete as directed by the engineer in charge. Actual installed kerb volume shall be measured in payment. Sample and Mock-up shall be carried out as suggested by the Architect and as directed by the Engineer in charge. Sample and mock shall not be payable if rejected. Base PCC, excavation (if required) and other required civil work shall be paid in relevant items. damaged block shall not be used in laying.

Precast concrete Manhole: Designing, providing, hoisting and fixing precast concrete Manhole, (in to in clear size - 600mm L x 600mm W x 750 mm H) made of M40 grade concrete and required reinforcement bar Fe 500/ 500D. The precast manhole shall designed for minimum 10 T Axle Load and 5 T Wheel Load capacity along with other required consideration for it's stable preformance. The shape and design shall be alinged with intent drawing/ design. The rate shall be inclusive of all material, loading, transportation, unloading, tools, tackle, scaffolding, lifting accessories, machineries, installation in proper line, level and gradient, drilling/making cutout in manhole wherever required as per drawing/ design intent for MEPF sevices provisions for all levels, for all heights/depths, complete, and as directed by the Engineer-in-Charge. Filter media (Required grading aggregates etc.) shall be laid in required thickness at bottom of the manhole after making cutout in base of manhole for proper water drainage as per design intent without any extra cost. The Contractor shall provide a sample of the manhole as directed by the Engineer-in-Charge for review and get approval from the architect and the Engineer-in-Charge before mass production/execution. The Architect and The Engineer-in-Charge reserves the right to reject part or all of the work if found to be sub standard or not as per the approved sample and mock up. The Contactor shall make connections with the existing conduits/ catch pits/manholes etc. and integration with services. Design and execution of the required structural subbase details for all precast elements shall be part of the Contractor's scope. Excavation/ back filling/ pcc work shall be paid under the relavent Tender items. Actual installed number of manhole shall be measured for payment.

Precast elements for misc. items Providing, hoisting and fixing fair finish Precast Concrete of M 30 grade in light pole cover, base of dustbin, saucer drain, steps, bench etc including cost of required centring and shuttering and arranging precast members in position with required joining arrangement etc complete all material, loading, transportation, unloading, tools, tackles, scaffolding, machinery, equipment, for all level, for all height/ depth, and as per direction of Engineer-in-Charge. Contractor shall provide loosed sample of each elements at location suggested by engineer incharge for review and approval from Engineer in charge before mass preduction/ execution. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Contractor shall prepare coordinated shop drawing for all elements with all members including all services/other allied civil works provision and get approval from Architect and engineer in charge. If required, excavation and base preparation work shall be paid in relavent tender items. Actual volume of installed precast elements shall be measured for payment. Sample and mock shall not be payble if rejected or casted in other location (not in scope of work area).

Pre cast Cylindrical Bollard Providing, hoisting, and arranging in position exposed fair finish, factory made pre-cast bollard of size 800mm high and 200mm Dia as per design intent, of approved make, made of minimum M-30 grade reinforced cement concrete. The rate shall also include for erecting and fixing the bollard in position as per drawing, curing, finishing, etc complete as directed by Engineer in charge. Precast bollard shall be with provision with MS Hook & fixing safety chain between two bollard. Weight of hook and chain shall be paid in relevant tender items. Contractor shall submit methodology for erection of bollard and get approved from Engineer in charge. Sample shall be approved by Architect and Engineer in charge before mass production. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Sample and mock shall not be payble if rejected or casted in other location (not in scope of work area).

Welded mesh Fencing Providing and fixing modular Vandal proof welded mesh fencing system with approximate mesh size 50 x 200 and minimum 4.5 mm wire thickness etc. all complete for all leads and lifts, all heights/depths, as per drawing/design including openable door/gate with same design intent and as directed by Engineer-Incharge along with as mentioned below : • Height of fencing as per drawing and vendor specification. • Fencing shall be with as per approved color from architect and the engineer in charge. • Poles: required size of MS pipe (Vertical pole) shall be installed at spacing as per drawing/design intent and vendor specification. • 1 coat Primer 2 coats of PU paint of approved shade. • MS poles shall be fixed in ground with required civil work. Stability of fencing shall be responsibility of contractor. Elevation area of fencing shall be measured for payment including openable gate. civil works will be paid under their respective Tender items.

G.I. chain link fencing Supply and installation of G.I. chain link fencing with the required width, made from G.I. wire of 4 mm diameter, PU painted, or PVC coated, to achieve an outer diameter of not less than 5 mm. The mesh shall be in the specified colour and shade, with approximate mesh size of 25 x 25 mm. The fencing shall be reinforced with 2 mm diameter wire, and fixed using nuts, bolts, and washers as needed, complete as per drawing, as directed by the Engineer-in-Charge. Necessary metal framing and civil works will be paid under their respective Tender items.

SS recessed Manhole cover Providing and fixing recessed manhole cover having capacity of 40 T made with SS304 of approved make having clear opening size 600mm x 600mm and recessed depth upto 100mm. Recessed manhole cover shall be with frame and double seal system. Recessed manhole cover shall be with four side lifting arrangement with minimal dimensions and two lifting keys. The cover shall be with proper drainage arrangement, if cover to be used for softscape/ lawn area. Recess depth shall be as per adjoining development material and as per approved shop drawing. The contractor shall submit a shop drawing of cover with test certificate. Cover shall be installed in proper level as per adjoining surfaces. Sample & mock-up shall be approved before mass execution.

Precast Perforated Drain Cover Providing and placing in position factory made fair finish Precast RCC frame & perforated cover on drains of size 600mm x 600mm x 100mm of approved make of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of moulding, reinforcement, rendering, etc i.e. cost of transportation for all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. Sample and mockup shall be approved by Architect before execution.

FRP Recessed Manhole cover Providing and Fixing heavy duty double seal FRP Manhole cover with frame of 25MT capacity, in matching shade of surrounding pavement and design according to EN - 124:1994 of HP or equivalent of clear opening specified size & recesse depth 60mm, with client's logo etc. complete as approved by architect and as directed by Architect and engineer in charge. Frame shall be embaded in concrete of M25 grade and top level of frame shall be flush with road level. Frame and cover shall be with 4 number lifting key with proper lifting arrangement. Rate shall be inclusive of cover frame and concrete work for fixing the frame. Sample and mockup shall be approved by Architect before execution. 1) 600mm x 600mm or 600mm dia clear opening

FRP Recessed Manhole cover Providing and Fixing heavy duty double seal FRP Manhole cover with frame of 25MT capacity, in matching shade of surrounding pavement and design according to EN - 124:1994 of HP or equivalent of clear opening specified size & recesse depth 60mm, with client's logo etc. complete as approved by architect and as directed by Architect and engineer in charge. Frame shall be embaded in concrete of M25 grade and top level of frame shall be flush with road level. Frame and cover shall be with 4 number lifting key with proper lifting arrangement. Rate shall be inclusive of cover frame and concrete work for fixing the frame. Sample and mockup shall be approved by Architect before execution. 2) 900mm x 900mm or 900mm dia clear opening

Providing and fixing CE Marked Metal Gabions indigenously manufactured as per required section including boxes made of mechanically woven hexagonal shaped wire mesh of type, 10cm x 12cm, edges mechanically selvedge made of heavily (Zinc+PVC) coated G.I. wires as per BS:443, mesh wire 2.70/ 3.70mm Ø (ID/OD), edge wire 3.40/ 4.40mm Ø (ID/OD) of approved make and filled with not less than 40 kg weight trap stones including conveying with all leads and lifts and placing at required places in required line, level, slope, section as directed, etc. and tied by 5% lacing wire 2.20/ 3.20mmØ (ID/OD) for embankment, retaining walls, toe walls, etc. for slope protection & erosion control application of riverbank & sea-shore etc. complete with prior approval of Engineer in charge. (Specification: MORTH section-2500). Required size rubble shall be filled in gabion mesh as per drawing and specification. Rate shall be inclusive of gabion mesh, required size rubble, fixing, making crate, hoisting, placing in position (by any means) for all lead and lift etc complete as directed by Engineer in charge. Loose sample for material and mock-up for gabion work to be prepared by contractor and got approved from engineer in charge prior to mass execution works. Architect reserves right to reject part or all work of sub standard or not in confirmation to sample approved as per mock up.

Providing services of Inspection Vehicle with AC for upto 2000 KM per month including salary of the driver, cost of fuel & lubricants, maintenance, insurance etc. of make Ciaz/Ertiga or equivalent of model not more than 03 years old, for 12 hours a day during any time in 24 hours of a day, on all working days at worksite all complete as per the directions of the Engineer-in-Charge.

ACP sheet signage on any type of Pole : Providing, Making and fixing 4 mm thick ACP sign of any shape and size and of approved make to be cut on CNC router cutting and smoothen all corners and edges. Matter shall be cut in 3M High intensity prismatic Reflective vinyl ASTM Type 4 and paste on it as per design and detail and as per manufacturer's specifications. UV stabilized lamination (exterior grade) shall be done on it. The ACP sheet shall be fixed with clamp and angle on new or any type of Pole as per drawing. Content of sign shall be letters (in any language), number, graphics/ maps, signs, arrows, etc. in any colour as per design, drawing and approved by Architect and Engineer. All side of box shall be covered with ACP sheet, but only one side elevation area shall be measured and paid in sqm. Cost of MS Pole, MS framing and civil works shall be paid as per relevant tender items. The rate shall also include cost of scaffolding, drilling, fabrication, finishing, adhesive material, back and sides plain cap sheet, fixing charges, etc at all height and all lead. The contractor shall submit the drawings with as per concept design and do the sampling and get it approved before execution.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.

DISMANTLING AND DEMOLISHING Note: - 1) Method of demolition work shall be approved by Engineer-in-charge before execution of work. 2) Demolition work shall be carried out by any means and as per approved method without damaging adjoining elements/ building and any building/ campus property. 3) The rate includes all necessary machinery, labour, tools, tackles for dismantling of specified elements in any condition, by any means etc. complete as directed by Engineer-in-charge including disposing of serviceable material within campus and unserviceable material outside the campus for all lead and lift at non objectional place as directed by Engineer-in-charge. 4) Contractor shall submit methodology statement of removing of door window, truss system, ceiling system etc and work shall be carried out as per approved methodology.

Dismantling of Plain concrete work/Plain cement mortar work Dismantling of existing Plain concrete/cement mortar work (any type) of any grade in any type of elements, existing IPS / waterproofing treatment over reinforced cement concrete slabs, including tools, plants and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non objectional place and stacking the serviceable material with all lifts and leads as directed by engineer in charge.

Dismantling of Reinforced cement concrete work Dismantling of existing reinforced cement concrete work of any grade in any type of elements by mechanical or manual means as suggested by Engineer in charge, including cutting reinforcement, including tools, plants and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non objectional place and stacking the serviceable material with all lifts and leads as directed by engineer in charge.

Dismantling of any type of brick masonry work Dismantling of existing any type of brick masonry work and/or making the opening in existing masonry with maintaining existing elements in any type of structure in any thickness, with or without plastered or any type of wall lining work, in any type of mortar including tools, plants, making good the damages to walls, flooring and jambs, etc complete and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non-objectional place and stacking the serviceable material with all lifts and leads as directed by the engineer in charge.

Racking out Joints in any type of masonry work Raking out joints in any type of masonry works, any type of mortar and preparing the surface for re-pointing or replastering without damaging existing masonry work (which to be retained), including disposal of unserviceable material at non objectional place with all lifts and leads as directed by engineer in charge. Elevation area of masonry work in which racking out joints executed shall be measured for payment.

Removing and dismantling structural steel works Removing and dismantling structural steel works like MS structure i.e., column, truss, base plate, gates, grills, or similar any types of section including stacking of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. Actual weight of dismantled steel member shall be considered for payment.

Dismantling/ removing of existing flooring Dismantling/ removing tiled, paved floors, stone floors, any type natural stone / pebbles/ rubble/gravel or similar pavement with all required sub layers including required earth work, disposal unserviceable material with all lifts and up to any lead at non objectional place and stacking the serviceable material including loading, unloading for all lead and lift and as directed by Engineer-in-charge.

Dismantling of sheet/ tile roofing Dismantling of sheet/ tile roofing (any type) including ridges, hips, valleys, gutters etc. including disposing of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge.

Dismantling doors, windows, ventilators, net, mesh, grills, rolling shutter etc. (wood or steel) shutters of any size including frame, shutter, architraves, holdfasts, hood cover, guide channel and other attachment as per site condition without damaging any adjoin structure/ elements etc. complete including disposing of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. Item shall be executed very care fully, which door and windows shall be reused.

Chipping, Removing and scraping of old and/ or deteriorated plaster Chipping, Removing and scraping of old and/ or deteriorated plaster of any type, any thickness, and , pebble lining/cladding, from any surface by any means without damaging existing masonry, plain, or / and reinforced cement concrete surface (which to be retained), preveinting vibrations to existing and neighbouring elements including disposing of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. (Item shall not be executed for wall to be demolished.)

Removing of paint Removing of paint by any means (using chemical, mechanical and manual etc) from any surface other then MS work without damaging existing structure (which to be retained) including disposing of unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. Item shall be executed after getting prior approval from Engineer in charge.

Removing of existing sanitary work Removing of existing sanitary work and flushing cistern with all relevant accessories (WC/ wash basin/ urinal etc) including stacking of useful materials near the site and disposal of unserviceable materials within all lead & lift within a campus area as directed by Engineer in charge.

Removal of False ceiling/partitions Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and any type of false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.

RETROFITTING Note : All Retro fitting items should be executed by approved agency for the whole system of manufacturer. Contractor shall be submitted all product data sheet used for retro fitting work, and get approval by the Engineer in charge before execution of work. Contractor shall submit methodology statement for retro fitting work after proper observation of site and before starting the work. Methodology stsatement shall be approved by Engineer in charge before execution. Other than below mentioned steps, detailed method statement given in structural drawing if any shall be fully followed without any extra cost.

Providing and fixing Propping and supporting system with essential safety features of required capacity and height for structural members and its adjoining area with mild steel tubular props (adjustable or as required), bracings, runners, staircase, working platform, connection with the building etc. of required dimensions to relieve the structural member of the required load coming over it as per approved details including the layout of the system approved by the Engineer in charge including removing the various components of the system provided carefully, and maintaining it in a serviceable condition for the required duration and on satisfactory completion of structural repairs and strengthening work, on approval of Engineer-in-charge including removing thereafter, stacking and transporting away all the component from the site of work. The stability of the Propping and supporting system shall be the responsibility of the contractor. The plan area for the Propping and supporting system is executed shall be measured for payment purposes. The payment will be made once irrespective of duration. a) Steel Prop of required capacity up to required height with bracing, runners, wall plates, sleepers, etc. complete supporting system at all levels and all heights.

Surface Preparation & rust removing treatment Surface preparation for the damaged concrete members by chipping/ removing loose, cracked and unsound concrete for any type of element without damaging existing element to expose steel reinforcement completely along with removing concrete all around reinforcement to give an average depth of 35mm behind bars using standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-in- Charge, including tapering all edges, making square shoulders of cavities etc. including necessary scaffolding and working platform, tools and tackles etc complete for all floor all level, etc. complete followed by cleaning the total rust, dirt, mill scales, etc from all around reinforcement bars using wire bush or by other means for all floor all level including applying rust remover washing with water and allowing it to dry. After getting it dry, the remaining rust shall be cleaned by providing and applying approved alkaline chemical rust remover with the paint brush and removing loose particles after twenty-four hours of its application with a wire brush and thoroughly washing with water. after it, zinc rich Anti-corrosion primer shall be apply on reinforcement bars to the using brush, carefully covering surface behind the bars giving a continuous film inclusive of manpower, material, scafolding and equipment etc complete for all floor all level as directed by engineer in charge. This item will include the disposing of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by the Engineer-in-charge. (The rate shall be for structural and non-structural elements in reinforced and plain cement concrete) Area in which this treatment is carried out shall be measured for payment.

Cutting reinforcement bars Cutting reinforcement bars from reinforced masonry work and existing reinforced cement concrete work of any grade in any type of elements by any means carefully without damaging the existing sound reinforced concrete/masonry structure and its finishes as suggested by Engineer in charge, including cutting reinforcement, tools, plants and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non objectional place and stacking the serviceable material with all lifts and leads as directed by engineer in charge. a) Bars of 12 mm diameter or less

Cutting reinforcement bars Cutting reinforcement bars from reinforced masonry work and existing reinforced cement concrete work of any grade in any type of elements by any means carefully without damaging the existing sound reinforced concrete/masonry structure and its finishes as suggested by Engineer in charge, including cutting reinforcement, tools, plants and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non objectional place and stacking the serviceable material with all lifts and leads as directed by engineer in charge. b) Bars of diameter more than 12 mm

Bond coat Providing, mixing, and applying a bond coat of approved make and of Stirrer mixed Styrene Butadiene Rubber (SBR) Polymer modified cementitious bond coat @ 2.2 kg per sqm of surface area with its proportion specified by the manufacturer on the prepared non-metallic surface of parent materials as per specifications and direction of Engineer-in-Charge, etc. complete including scaffolding for all floors all levels all height. The area in which this application is carried out shall be measured for payment without considering any wastage.

Polymer Modified Repair Mortar Providing, and applying trowel-able polymer modified repair mortar up to 75mm thick of approved make on any surface and in specified proportion obtained from an approved manufacturer having dual shrinkage compensated, thixotropic high strength formulation in layers, each layer not exceeding 10mm thick, including trowelling with wooden tools, etc. complete as per manufacturer specifications and directions of Engineer-in-Charge including necessary scaffolding, with working platform, wet curing and evaluating the work by sounding/ tapping with a blunt metal instrument complete at all floors, all levels as approved by the Engineer in charge. The area for polymer-modified mortar is executed shall be measured for payment without considering any wastage.

Micro concrete Providing and applying/placing in position Micro-concrete which shall be cement-based prepacked single component, chloride free, Dual Shrinkage compensated, non-shrink, high strength, free flow, self-compacting, ready to use after mixing water in specified proportion obtained from the approved manufacturer, placing before the epoxy bonding agent becomes tack free, into the prefixed formwork carefully through the openings provided allowing to fill the entire area inclusive of manpower, material, scafolding, and equipment, etc complete for all floor, all level, all height as per manufacturer's specification and as directed by the engineer in charge. (Payment under this item shall be made only after proper wet curing has been done and the surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) complete at all levels. The rate shall include the Shuttering system (with pouring arragement) for micro concrete and exclude bond coad which shall be paid in relevant tender items. The actual volume of Microconcrete shall be measured for payment without considering any wastage.

Repairing cracks in existing masonry walls/ corner seperation: Providing, inserting, and sealing approved crack sealing material in required proportion with approximate 12 mm diameter aluminium/ galvanized iron injection nipples along crack lines or honeycomb area of any elements and material (Masonry), including necessary scaffolding and working platform and including as mentioned below. (1) Cracks shall be thoroughly cleaned, if required, by a vacuum cleaner to remove all dirt particles and making grooves of size 12mm x 12mm along the crack line. grooves shall be dust-free by blowing compressed air and then washing with water. (2) Make the surface damp before sealing all cracks. (3) Sealing the cracks with approved sealing material i.e. Polymer modified cement mortar, polyester putty, epoxy putty, etc., and curing it for the required duration. (4) After sealing material is gaining strength, the holes shall be drilled at depths from 40 mm to 80 mm or half the thickness of the member (whichever is less) at the required spacing but not exceeding the thickness of the member or 300 mm c/c (approximately and as directed by the Engineer in charge). holes shall be Cleaned by a vacuum cleaner or any other means as suggested by the engineer in charge.If cementitious grout material is proposed to be used, washing and saturating the cracked surface with water by pumping from top most nipple and downwards complete as per the direction of Engineer-in-Charge. (5) Nipples shall be Inserted in every drilled hole. The next day, approved grouting material ( Stirrer mixed Styrene Butadiene Rubber (SBR) polymer-modified cement made with shrinkage compensating cement, etc. as per manufacturer's specification) shall be injected in all the cracks through nipples. Grouting shall be done from the lowermost nipple and move further up. When the grout is coming out from the upper nipple, it should be blocked and grout pressure should be maintained for the required duration. Technical datsheet of grouting material shall be approved from the Engineer in charge before execution. (6) Then seal the lower nipple and start grouting from the nipple above. The procedure should be repeated for grouting through all the above nipples. (7) After grouting all cracks, the nipple shall be cut and a layer of plaster to be done in which shall be paid in relevant tender item. The rate shall be inclusive of material required for sealing the crack, labour and required tools/equipment etc. complete as directed by the engineer in charge. Stage of treatment may vary as per site condition and approved by the Engineer in charge before execution. Detailed Method statement as per site condition shall be prepared and submitted by contractor for approval from the engineer in charge for each cracks which to be sealed/repaired before execution. The item shall be executed after getting confirmation from the engineer in charge regarding executing the item. This item shall include the disposing of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. Length of crack which shall be required to seal/repair shall be measured for payment.

Repairing cracks in existing concrete walls/ corner seperation: Providing, inserting, and sealing approved crack sealing material in required proportion with approximate 12 mm diameter aluminium/ galvanized iron injection nipples along crack lines or honeycomb area of any elements and material (concrete), including necessary scaffolding and working platform and including as mentioned below. 1) Cracks shall be thoroughly cleaned, if required, by a vacuum cleaner to remove all dirt particles and making grooves of size 12mm x 12mm along the crack line. grooves shall be dust-free by blowing compressed air and then washing with water. (2) Make the surface damp before sealing all cracks. (3) Sealing the cracks with approved sealing material i.e. Polymer modified cement mortar, polyester putty, epoxy putty, etc., and curing it for the required duration. (4) After sealing material is gaining strength, the holes shall be drilled at depths from 40 mm to 80 mm or half the thickness of the member (whichever is less) at the required spacing but not exceeding the thickness of the member or 300 mm c/c (approximately and as directed by the Engineer in charge). holes shall be Cleaned by a vacuum cleaner or any other means as suggested by the engineer in charge.If cementitious grout material is proposed to be used, washing and saturating the cracked surface with water by pumping from top most nipple and downwards complete as per the direction of Engineer-in-Charge. (5) Nipples shall be Inserted in every drilled hole. The next day, approved grouting material ( i.e. Epoxy grout or Stirrer mixed Styrene Butadiene Rubber (SBR) polymer-modified cement made with shrinkage compensating cement as per manufacturer's specification and as approved by the Engineer in charge) shall be injected in all the cracks through nipples. Grouting shall be done from the lowermost nipple and move further up. When the grout is coming out from the upper nipple, it should be blocked and grout pressure should be maintained for the required duration. Technical datsheet of grouting material shall be approved from the Engineer in charge before execution. (6) Then seal the lower nipple and start grouting from the nipple above. The procedure should be repeated for grouting through all the above nipples. 7) After grouting all cracks, the nipple shall be cut and a layer of plaster to be done in which shall be paid in relevant tender item. The rate shall be inclusive of material required for sealing the crack, labour and required tools/equipment etc. complete as directed by the engineer in charge. Stage of treatment may vary as per site condition and approved by the Engineer in charge before execution. Detailed Method statement as per site condition shall be prepared and submitted by contractor for approval from the engineer in charge for each cracks which to be sealed/repaired before execution. The item shall be executed after getting confirmation from the engineer in charge regarding executing the item. This item shall include the disposing of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. Length of crack which shall be required to seal/repair shall be measured for payment.

Wrapping CFRP fabric Strengthening of reinforced concrete structural members by wrapping (with minimum 100mm overlaps) uni-direction high-strength required thickness CFRP fabric of approved make over epoxy primer applied to the prepared surface of the member including i) Surface preparation work i.e. Grinding/ molding concrete substrate, Cleaning with a wire brush & Soft Brush to remove dust & laitance, Rounding sharp edges in a minimum 25 mm radius, etc. complete as per manufacturer's specification and as suggested by the Engineer charge. ii) Applying compatible primer of approved make on the prepared substrate, Filling the holes and uneven surface with thixotropic putty if required to achieve level profile. iii) Wrapping the required thickness and required layers of CFRP fiber sheet using compatible epoxy based adhesive to the structural element at the desired orientation / as directed by the Engineer in charge using the tamping roller to avoid any air voids. iv) Repeat the same procedure for multiple layers (if any) with an interval of 8 hrs. v) Rectification shall be done if any air voids/defects are observed. vi) Application of river sand on it to make the surface rough to take any further finishes like plaster. ix) Applying cement plaster over the outermost layer, which shall be paid in the relevant tender item. The item shall be executed by the approved agency of Manufacturers and as approved by the engineer in charge at all levels and all heights including necessary scaffolding with a working platform. The installation and the setting instructions shall be followed as per the manufacturers' recommendations. The actual area of wrapping by CFRP fabric (in each layer) shall be measured for payment. The item shall be executed after getting confirmation from the engineer in charge regarding executing the item.

Crack filling/stitching using HeliBar 6mm: Crack filling/stitching in masonry wall using Helifix method by Providing and fixing of Helifix make Hi-fin reinforcement Helibars of 6mm dia, the single bar in one slot, MOC Austenitic stainless steel as per ASTM 304, having cross-section area of 8 sq.mm, pitch 29/30, with UTS 9.8 kN, shear strength 5.5 kN, along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with exceptional thixotropic properties. Including chasing of bed joints for HeliBars in brick/ stone/ block masonry, cleaning and dampening with water to achieve good bonding of HeliBar with HeliBond grout in the slot of masonry ensuring that it remains tight at the joint after curing as per instructions provided by Structural Engineer / Helifix, all above excluding staging & scaffolding, at places wherever necessary. The contractor shall submit design calculation and/ or method statement of work before execution. The actual length of installed Helibar shall be measured for payment without considering any wastage. Item shall be executed by approved agency of manufacturer.

Creating a HeliBeam using Helibars 6mm: Providing and fixing of Helifix make Hi-fin reinforcement Helibars of 6mm dia, double bars in one slot, MOC austenitic stainless steel as per ASTM 304, having cross-section area of 8 sq.mm, pitch 29/30, with UTS 980 N, shear strength 5.5 kN, along with Helibond grout, a special cementitious grout with low expansion, non-gassing and injectable with exceptional thixotropic properties. Including chasing of bed joints for HeliBars in brick/stone/block masonry, cleaning and dampening with water to achieve good bonding of HeliBar with HeliBond grout in the slot of masonry ensuring that it remains tight at the joint after curing as per instructions provided by Structure Engineer / Helifix, including Staging & Scaffolding, at places wherever necessary. The contractor shall submit design calculation and/ or method statement of work before execution. The actual length of installed Hi-Fin reinforcement pins - CemTie shall be measured for payment without considering any wastage. Item shall be executed by approved agency of manufacturer.

Pinning using CemTie 8mm: Providing and fixing of Helifix make Hi-Fin reinforcement pins - CemTie having 8mm Dia and specified length. MOC austenitic stainless steel as per ASTM 304, having cross section area of 10.5 mm², pitch 38/40, with UTS 13.7 KN as per structural drawing & design in the brick/ stone masonry wall. Drilling a 16 to 18mm dia hole by mechanical means at marked positions at the required angle and to the specified depth from the outer face of the wall. Cleaning out all dust from the hole and thoroughly flushing with water, ensuring the hole is damp or primed prior to inserting the nozzle. Attach the required length of CemTie pinning Nozzle to the gun and grout the same with Helifix make Helibond grout, a special cementious grout with low expansion, non-gassing and injectable with exceptional thixotropic properties having compressive strength of 45 N/mm² at 28 days, is to be used to bond the stainless steel Hi-fin reinforcement bars and pins with the help of pressure gun to be injected in the drilled holes of masonry, ensuring that it remains tight after setting as directed by structural engineer/ Helifix. All above including staging/ scaffolding, at places wherever necessary. The contractor shall submit design calculation and/ or method statement of work before execution. The actual length of installed Hi-Fin reinforcement pins - CemTie shall be measured for payment without considering any wastage. Item shall be executed by approved agency of manufacturer.

Pinning using CemTie 10mm: Providing, supplying and fixing of Helifix make Hi-Fin reinforcement pins - CemTie having 10mm Dia and specified length. MOC austenitic stainless steel as per ASTM 304, having cross section area of 14.8 mm², pitch 45/48, with UTS 17.5 KN as per structural drawing & design in the brick/stone masonry wall. Drilling a 18 to 20mm dia hole by mechanical means at marked positions at the required angle and to the specified depth from the outer face of the wall. Cleaning out all dust from the hole and thoroughly flushing with water, ensuring the hole is damp or primed prior to inserting the nozzle. Attach the required length of CemTie pinning nozzle to the gun and grouting same with Helifix make Helibond grout, a special cementious grout with low expansion, non-gassing and injectable with exceptional thixotropic properties having compressive strength of 45 N/mm² at 28 days, is to be used to bond the stainless steel Hi-fin reinforcement bars and pins with the help of pressure gun to be injected in the drilled holes of masonry, ensuring that it remains tight after setting as directed by structural engineer/Helifix. All above including staging/ scaffolding at places wherever necessary. The contractor shall submit design calculation and/ or method statement of work before execution. The actual length of installed Hi-Fin reinforcement pins - CemTie shall be measured for payment without considering any wastage. Item shall be executed by approved agency of manufacturer.

Welded Wire Mesh Providing square Hard drawn welded wire mesh (Not More than 25x25 mm), confirming to IS:1566-1982 for repair/new work including decoiling, straightening, placing in position or/and welding etc. all complete for all leads and lifts, all heights/depths, as per drawing/design and as directed by Engineer-Incharge

MISCELLANEOUS

Carry out complete topographical survey work by total station for the existing or new development area in site area as marked in drawing including taking longitudinal section and cross section at every 30 meter stretch width, taking required numbers of spot levels per cross section, etc. as suggested by engineer incharge including marking of required number of alignment, taking ground level details of existing structures/ elements, details of all existing manholes, catchpits, utility services, light poles, trees (species, height, girth, foliage of trees etc), over head electrical lines, telephone section pillar/ box, electrical boxes, PMT including number marked on them, road dividers, foot paths, or all similar elements etc. within construction area and additional areas if required. Rate includes fixing necessary reference pillars, establishing bench mark, change station point, traverse point, including preparation of accurate required survey drawings (i.e. plan, longitudinal section, cross section etc.) Contractor to made necessary revisions for the above points whenever necessary until the final consent by the engineer in charge and the architect regarding the survey. Contractor to take high resolution clear Photographs of all necessary elements as directed by the engineer in charge and submit it in soft copy to the engineer incharge. Actual survey area as per drawing shall be measured for payment and contractor shall get approval of area of survey for payment from the engineer in charge before executing the survey work. Contractor shall conclude the Survey as per description within 30 days of commencement of survey. Contractor shall submit precise survey data in Five (5) numbers of colour hard copies in required readable paper size to Engineer in charge along with soft copy as directed by Engineer in charge.

Carry out complete tree survey work by any means for the area as marked as per drawing including as mentioned below. 1) To carry out detailed Tree Survey (for all size of trees, topiaries etc. and similar) including marking the numbers on trees using required paint and provide AutoCAD drawings of trees, topiaries with location (actual precise coordinates for each tree) and number marked on each tree along with necessary plot boundary, building line-out and other necessary boundaries and elements. Contractor shall measure elevation heights of trees and carry out Total Station tree survey (wherever required). 2) Girth, Height, Spread od each trees to be measured and Species of each tree marked in the drawing and provide all details in Excel sheet as per prescribed format and as directed by the engineer incharge. 3) Final Number shall be painted on each trees as directed by the engineer incharge and as per Forest Department guidelines if any. Each numbering of trees shall be corelated with cad drawings and Excel sheet in prescribed format. If any discrepancy found in details, Contractor to re do the necessary steps to correct it. 4) Contractor to take high resolution clear Photographs of all trees, topiaries etc or similar (including trunks, leaves, Spread, girth etc. And other necessary photographs to understand the tree species and existing condition of tree) and submit it in soft copy to the engineer incharge along with CAD drawing and Excel sheet. 5) Contractor to made necessary revisions for the above points whenever necessary until the final consent by the engineer in charge and the architect regarding the tree survey. Contractor shall submit precise survey drawing in Five (5) numbers of colour hard copies in required readable paper size to Engineer in charge along with soft copy as directed by Engineer in charge. Actual survey area as per drawing shall be measured for payment and contractor shall get approval of area of tree survey for payment from the engineer in charge before executing the survey work. Contractor shall conclude the Survey as per description within 30 days of commencement of survey.

Carry out complete Photography-Videography survey work by any means for the area as marked as per drawing including as mentioned below. 1) To carry out detailed high resolution Photography-Videography Survey works (any number of photographs, videography as required to complete the survey works as per satisfaction of the engineer in charge for condition mapping of site) for all buildings, structures, landscape and other elements within a site area including numbering the photographs in chronology and provide AutoCAD drawings for photography numbering key plan location with necessary plot boundary, building line-out and other necessary boundaries and elements. 2) Chronological numbering of each photographs shall be corelated with sequence of the videography survey as directed by the engineer in charge. 3) If any discrepancy found in details, Contractor to re do the necessary steps to correct it. 4) Contractor to made necessary revisions for the above points whenever necessary until the final consent by the engineer in charge and the architect regarding the survey. Contractor shall submit precise survey data in Five (5) numbers of colour photographs hard copies in required size to Engineer in charge along with soft copy as directed by Engineer in charge. Actual survey area as per drawing shall be measured for payment and contractor shall get approval of area of tree survey for payment from the engineer in charge before executing the survey work. Contractor shall conclude the Survey as per description within 30 days of commencement of survey.

Rebound Hammer Test & Ultrasonic Pulse Velocity Test: 1. Rebound Hammer Test: Uniformity of concrete in terms of surface hardness as per IS 13311 (Part-2)-1992, ASTM C 805-02, BS 6089:1981 and BS 1881: Part 202, BS-EN:13791 with plotting of histogram as well as normal distribution graph and submit the test report to the engineer in charge as per standard format. Testing shall be done by agency approved by the engineer in charge. 2. Ultrasonic Pulse Velocity Test: for ascertaining the quality of concrete, uniformity of concrete in terms of soundness and density of concrete as per IS 13311 (Part-1)-1992, ASTM: C597-83, BS 6089: 1981 and BS 1881: Part 203 and BS- EN:13791 and submit the test report to the engineer in charge as per standard format. Testing shall be done by agency approved by the engineer in charge.

Double Flat-Jack Test: In-situ testing on the masonry that gives the details of stress level at the mortar joint at a particular height following the ASTM C 1196 04 and In-situ testing on the masonry that gives the details of shear bond strength of the masonry building at the mortar joint and compressive strength value by use of single and double flat jack method and submit the test report to the engineer in charge as per standard format. Testing shall be done by agency approved by the engineer in charge.

Recommendation and Interpretation of Soil Report: Soil properties will be defined in following terms:- Angle of internal friction, cohesion, voids ration, direction of load with vertical, density of surcharge, density of foundation soil and Safe Bearing Capacity of soil at required depth for a desired shape of foundation, Calculate and recommend the net bearing capacity @ depths. Note: Rock Sample Testing is included in this scope and submit the test report to the engineer in charge as per standard format. Testing shall be done by agency approved by the engineer in charge.

Soil Modular subgrade/Plate load test: The modulus of subgrade reaction (k) required to be calculated as a primary input for rigid and flexible pavement design with estimation of the support of the layers below a any type of pavement and submit the test report to the engineer in charge as per standard format. Testing shall be done by agency approved by the engineer in charge.

Supplying and stacking of good earth at site including royalty and carriage upto 20 km lead complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking sludge at site including royalty and carriage upto 20 km lead complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site farm yard manure, compost or other specified fertilizer (as specified in specification) for all lead and lift, from approved source, and stack wherever required and as directed by Engineer-in-charge. (manure measured in stacks shall be reduced by 8% for payment):

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.

Spreading/ filling of sludge, dump manure, good earth/ available excavated and/ or top layer of plot (as per surface excavation) for all lead (within plot/ side area) in required thickness as per direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid in relevant tender item).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Shrubs plants of specified species As per proposed planting palette in technical specification (Code - S1).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Shrubs plants of specified species As per proposed planting palette in technical specification (Code - S2).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Shrubs plants of specified species As per proposed planting palette in technical specification (Code - S3).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Ground cover Plantation of specified species As per proposed planting palette in technical specification (Code - G1).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Hedge Plantation of specified species As per proposed planting palette in technical specification (Code - H).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Edible herbs of specified species As per proposed planting palette in technical specification (Code - A).

Shrub/ Hedge/ Ground cover/ Edible herbs/ Herbs plantation or other plants Supplying well grown shrub plants/ Hedge plants/ Ground cover/ Edible herbs/ Herbs or other plants of specified species and height proposed planting pallet in specification and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @ average c/c depend on type of species as per palette. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. The ground coverage shall be dense and uniform throughout the planting area. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting pallet. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be as per proposed planting palette in specification. 2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be supplies in plastic bags of size 200mm x 200mm or 300mm x 300mm or as required with well developed root system or injury caused by mishandling during transportation. Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining. Herbs of specified species As per proposed planting palette in technical specification (Code - B).

Providing and laying grasses established using rooted plant on prepared ground with proper level and ramming with tools wooden (Dhurmos) and watering and maintenance more till the grass establish properly, as per direction of Engineer-in-charge. Rate shall be inclusive of surface preparation/ rough dressing/ Fine dressing/ ploughing of the ground and anti-termite Treatment (vertically and horizontally) with the use of approved pesticides (neem cake oil or similar as suggested and approved by Engineer in charge as per specification and as per manufacturer’s recommendation, fertilizers, but excluding the cost of good soil, sludge and manure, which shall be paid in relevant tender items. Grass varieties and c/c distance for planting shall be as per proposed planting palleted. Rate are inclusive of maintain ace for period of 365 days from date of substantial handover. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. From surface preparation to after Grasses establishment, all steps are inclusive in this item. Grasses of specified species As per proposed planting palette in technical specification (Code - GR-1).

Providing and laying grasses established using rooted plant on prepared ground with proper level and ramming with tools wooden (Dhurmos) and watering and maintenance more till the grass establish properly, as per direction of Engineer-in-charge. Rate shall be inclusive of surface preparation/ rough dressing/ Fine dressing/ ploughing of the ground and anti-termite Treatment (vertically and horizontally) with the use of approved pesticides (neem cake oil or similar as suggested and approved by Engineer in charge as per specification and as per manufacturer’s recommendation, fertilizers, but excluding the cost of good soil, sludge and manure, which shall be paid in relevant tender items. Grass varieties and c/c distance for planting shall be as per proposed planting palleted. Rate are inclusive of maintain ace for period of 365 days from date of substantial handover. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. From surface preparation to after Grasses establishment, all steps are inclusive in this item. Grasses of specified species As per proposed planting palette in technical specification (Code - GR-2).

Providing and laying grasses established using rooted plant on prepared ground with proper level and ramming with tools wooden (Dhurmos) and watering and maintenance more till the grass establish properly, as per direction of Engineer-in-charge. Rate shall be inclusive of surface preparation/ rough dressing/ Fine dressing/ ploughing of the ground and anti-termite Treatment (vertically and horizontally) with the use of approved pesticides (neem cake oil or similar as suggested and approved by Engineer in charge as per specification and as per manufacturer’s recommendation, fertilizers, but excluding the cost of good soil, sludge and manure, which shall be paid in relevant tender items. Grass varieties and c/c distance for planting shall be as per proposed planting palleted. Rate are inclusive of maintain ace for period of 365 days from date of substantial handover. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. From surface preparation to after Grasses establishment, all steps are inclusive in this item. PROPOSED GRASSES FOR SEED AND STOLENS - As per proposed planting palette in technical specification (Code - D)

Climber/ Creepers plantation Supplying well grown climber/ creeper plants of specified species and height as per proposed planting pallete in specification (Code - CR ) and planting in planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully and soil around the roots shall not be dropped or disturbed much. Work shall be done as shown in the drawing or as directed and approved by architect and EIC. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Contractor shall provide vertical support for climber as per site condition during plantation and as approved by Engineer-in-charge. Rate shall be for cost of plant, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, support, maintaining, replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Climber plants varieties shall be as per proposed planting pallete ( Code - C). The rate shall be for unit of Number. Rate shall be inclusive of maintainace for period of 365 days from date of substantial handover.

Aquatic plants Supplying, transporting, hoisting and planting of Aquatic plants of specified species and height as per proposed planting pallete in specification (Code - AP). Plant leaves should have 5 petals with well developed tubor established in a submersible shallow pot (600 mm dia and 300 mm depth).Non-chlorine and non-chemical filteration system to be provided. Rate shall be for cost of loading, transporting, uploading, planting, pesticides, maintaining, replanting (if plant will be died) up till defect liability period etc. Rates of mortality to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost.

Hydro-seeding Broadcasting Supplying, spreading and Hydro-seeding seed mixtures broadcasting of specified species in specification and drawing and pallete in planter/ on land with good soil, Fertilizer (NPK Rating of 19-19-19.), Biotic Soil Media-Sustained-Release Bio-stimulant, Gypsum, Fast-Acting Lime, pesticide & insecticide/ anti termite, etc. including as mentioned below for successful seed germination and healthy growth. 1. site clearnece and prepration to be done as per specified in detailed specification including remove any weeds, noxious and invasive shrubs, rocks, deleterious material or debris from the area where seeds to be broadcast including disposing them at non objectional place without any extra cost. 2. Seedbed to be prepared with necessary steps including Lightly till or rake the soil for improving seed-to-soil contact and for better germination and as per detailed specification. 3. Contractor shall Submit manufacturer’s product data and installation instructions for all products to be used in hydro seeding Including required substrate preparation, list of materials, application rate along with all required certification before mass execution. all products to be used in this item shall be with compliance of tender detailed specification and approved by the engineer in charge. 4. Contractor shall deliver materials and products in UV and weather-resistant factory labeled packages and Store, handle it in strict compliance with manufacturer’s instructions and recommendations. it shall be Protected from damage, weather, excessive temperatures and construction operations. 5. high-quality seeds of specified species with good germination rates shall be broadcating on prepared seedbed by Hydro seeding broadcasting method for even distribution and uniform coverage of seeds as suggested by the engineer in charge. The approved seeding rate for the specific type of seed to be follow as directed by the engineer in charge to prevent over-seeding/under seeding. 6. hydroseeding machine to be used for broadcasting shall be approved from the engineer in charge before mass execution work. Also, detailed specification to be followed for installation, mixing and hydro seeding broadcasting. 7. Immediately after sowing, the area shall be raked, dragged or otherwise treated so as to cover the seeds to a depth of 7 mm to ensure seeds make good contact with the soil for better germination. The seeds should be lightly incorporated into the soil from 12 mm to 6 mm depth, using light rollers, which can improve seed-to-soil contact and increase germination rates. compaction of the soil shall be avoided after broadcasting.

8. Watering to be done by suitable means to the area gently after broadcasting to help the seeds settle and to provide moisture for germination. Consistently area shall be Keeping moist until the seeds have germinated and established. watering shall be done as per needs for the specific type of seeds which have sown as directed by the engineer in charge. 9. Weeds as they appear, shall be remove either through manual weeding or appropriate herbicide use. The area shall be Regularly check to ensure seeds are germinating and growing as expected. care practices to be follow as needed as suggested by the engineer in charge. 10. All inspections and maintenance shall be conducted by qualified professionals from the contractor up to the satisfaction of the Engineer in charge. 11. Maintenance to be done more till the plant establish properly after seed germination and established. Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same specification with out any extra cost. Rate shall be inclusive of maintenance for period of 365 days from date of substantial handover. 12. Work shall be done as shown in the drawing or as directed and approved by architect and engineer incharge. The ground coverage after seed broadcating shall be dense and uniform throughout the planting area. Rate shall be for cost of surface preparation/ rough dressing/ Fine dressing/ ploughing of the ground, seed, Hydro seeding broadcating, surface prepration, spreading, planting, pesticides, fertilizers, anti-termite Treatment (vertically and horizontally) with the use of approved pesticides (neem cake oil or similar as suggested and approved by Engineer in charge), Inspection, Mainatainace etc. all as per detailed specification and as per manufacturer’s recommendation, earthwork of any type of soil, watering, maintaining, reseeding (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item. Rate shall be for in to in area of planter or ground area in square meter.

Providing comprehensive maintenance work of Horticulture assets created out of this agreement after completion of original work as enshrined in respective clause of GCC, including attending day to day complaints, including deputing maintenance staff of required trades for Pruning of Trees, Watering, manuring, replacement of plant (if died) etc. as mentioned in NIT, complete job in all aspects for 5 years after the date of completion. This shall also include periodic nature of works as and when required to keep lawn, Trees entire Created Complex in proper good maintained conditions. For 1st year

Providing comprehensive maintenance work of Horticulture assets created out of this agreement after completion of original work as enshrined in respective clause of GCC, including attending day to day complaints, including deputing maintenance staff of required trades for Pruning of Trees, Watering, manuring, replacement of plant (if died) etc. as mentioned in NIT, complete job in all aspects for 5 years after the date of completion. This shall also include periodic nature of works as and when required to keep lawn, Trees entire Created Complex in proper good maintained conditions. For 2nd year

PLUMBING AND DRAINAGE WORKS QUANTITIES MIGHT CHANGE AS PER ACTUAL SITE CONDITIONS

Providing and Fixing wash down wall mounting EWC-P of approved make and shade as per the Architecture's Design Intent, conforming to ASME A112.19.2/CSA B45.1/ BS-3402-1969/BS 6465/ of IS: 2556 (Part -II), with SWR Selfit Soil PVC pipe and plug bend as per specifications; glazed vitreous / approved Coloured European Water Closet with concealed flush tank dual flush type half and full flush tank having highest rating avaibale flowrate, grouting the CI chair in side the floor/wall, rubber gaskets, connecting PVC 110mm dia soil pipe with PVC coupling, nuts, concealed cistern in wall., and solid verity heavy duty plastic seat cover , of approved make; cutting and making jari work etc. complete. (i) EWC-P (ii) CONCEALED FLUSH TANK - Single piece Slim Concealed Cistern Body With Installation kit & “P type” Drain Pipe Connection Set for Wall Hung WC having highest rating avaibale flowrate (iii) TANK FLUSH PANEL

Providing and Fixing glazed vitreous Wash Basin Wall Mounted, with Half Pedastal of approved make and shade as per the Architecture's Design Intent, supporting M.S. or C.I. Brackets, 1 no, 32 mm CP Bottle trap with extension piece to wall flange with rubber adopter for waste connection and waste coupling. comp. etc. (i) WALL HUNG BASIN (ii) WASTE COUPLING : Waste Coupling 32mm Size Full Thread with 130mm height (iii) BOTTLE TRAP : Bottle Trap 32mm Size with 300mm & 190mm Long Wall Connection Pipes & Wall Flange

Providing and Fixing Counter Mounted Sensor faucet with Control Box (Battery Operated) Basin Mixer having highest rating avaibale flowrate, with required braided pipes from basin pillar tap to angular stop cock etc complete. COUNTER MOUNTED BASIN SENSOR FAUCET

Providing and Fixing vitreous china Urinal of approved make and shade as per the Architecture's Design Intent, pressmatic flush valve having highest rating avaibale flowrate. Urinal + Pressmatic Flush Valve

Providing and Fixing of Wall Mixer with Provision For Overhead Shower with 115mm Long Bend Pipe On Upper Side, Connecting Legs & Wall Flanges etc., complete. Wall Mixer

Providing and Fixing Overhead Shower ø100mm Round Shape Single Flow having highest rating avaibale flowrate with Shower Arm ø20mm & 300mm Long Round Shape with 90˚ Bend for Wall Mounted Showers with Stainless Steel Flange etc., complete. (i) Overhead Shower (ii) Shower Arm

Providing and Fixing Angle valve with Health Faucet etc., complete. Angle valve

Providing and Fixing Angle valve with Health Faucet etc., complete. Hand Shower (Health Faucet) having highest rating avaibale flowrate with 1 Meter Long Easy Flex Tube in Chrome Finish and Wall Hook with N.R.V (Back Flow Preventer)

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40mm, including painting of fitting and brackets, cutting and making good the walls wherever required: Kitchen Sink with Drain board 510 x 1040mm bowl depth 250mm

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40mm, including painting of fitting and brackets, cutting and making good the walls wherever required: Kitchen Sink without Drain board 610 x 510 mm bowl depth 200mm

Providing and Fixing Paper and waste dispenser, Washroom Panel Recessed, as per vendor's specification, etc. Complete.

Providing and Fixing Automatic Hand Sanitizer/ Soap Dispenser, as per vendor's specification, etc. Complete.

Providing and fixing Disabled Toilet Set including WC, Flush tank, wash basin, Straight Disabled Grab Bar, Swing Disabled Grab Bar, U Shaped Disabled Grab Bar (set of 2), of approved make and shade as per the Architecture's Design Intent, etc. complete.

Providing and Fixing in position best toilet paper holder, complete in all respects including cutting and making good the walls etc.

Providing and Fixing of electrical Tankless instantaneous water Geyser 6 Lit

Providing and Fixing of electrical Tankless instantaneous water Geyser 18 Lit

Providing and fixing Bib Cock with Wall Flange having highest rating avaibale flowrateetc. Complete

INTERNAL DRAINAGE (SOIL, WASTE, VENT AND RAIN WATER PIPES & FITTINGS)

Providing, laying and jointing in true line and level following diameter uPVC Higher Grade type-B soil, waste, rain water and vent pipe (IS: 13592-92 IS: 14735-99 IS: 5382 IS: 4985) including all fittings (plain or door) e.g. bends, single Tee, double Tee, Single Y, Double Y, junction, cowls, offsets, access pieces, rubber Ring socketed, solvent joint including cutting chase or holes in walls and floors and making good where required as per manufacturer's recommendation & Site In charge. 160 mm OD (Outer Dia)

Providing, laying and jointing in true line and level following diameter uPVC Higher Grade type-B soil, waste, rain water and vent pipe (IS: 13592-92 IS: 14735-99 IS: 5382 IS: 4985) including all fittings (plain or door) e.g. bends, single Tee, double Tee, Single Y, Double Y, junction, cowls, offsets, access pieces, rubber Ring socketed, solvent joint including cutting chase or holes in walls and floors and making good where required as per manufacturer's recommendation & Site In charge. 110 mm OD

Providing, laying and jointing in true line and level following diameter uPVC Higher Grade type-B soil, waste, rain water and vent pipe (IS: 13592-92 IS: 14735-99 IS: 5382 IS: 4985) including all fittings (plain or door) e.g. bends, single Tee, double Tee, Single Y, Double Y, junction, cowls, offsets, access pieces, rubber Ring socketed, solvent joint including cutting chase or holes in walls and floors and making good where required as per manufacturer's recommendation & Site In charge. 75 mm OD

Providing laying and jointing in true line and level following diameter U.P.V.C. SWR Type B pipe conforming to IS 13592-1992 with one end plain and other end socketed with rubbering, & fitting conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using necessary accesorries such as U-Bolt with EPDM rupper grip, slotted FRP channel, J/ L Clamp, to be fixed with anchor fastner at every 1400 mm center to center for vertical fixing and 1000mm in horizontal fixing in walls as directed including necessary fittings such as bends, shoes etc. including testing of pies and joints and jointed with adhesive solvent cement including cost of all materials. (Astral, Huliot, Suprem/ Or Eq. Makes) 160 mm OD (Outer Dia)

Providing laying and jointing in true line and level following diameter U.P.V.C. SWR Type B pipe conforming to IS 13592-1992 with one end plain and other end socketed with rubbering, & fitting conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using necessary accesorries such as U-Bolt with EPDM rupper grip, slotted FRP channel, J/ L Clamp, to be fixed with anchor fastner at every 1400 mm center to center for vertical fixing and 1000mm in horizontal fixing in walls as directed including necessary fittings such as bends, shoes etc. including testing of pies and joints and jointed with adhesive solvent cement including cost of all materials. (Astral, Huliot, Suprem/ Or Eq. Makes) 110 mm OD

Providing and fixing Rigid pvc Class-3 6kg/cm² soil, waste, rain water and vent pipe (IS: 13592-92 IS: 14735-99 IS: 5382 IS: 4985) including all fittings (plain or door) e.g. bends, single Tee, double Tee, Single Y, Double Y, junction, cowls, offsets, access pieces, rubbering socketed solvent joint including cutting chase or holes in walls and floors and making good where required as per manufacurer's recommondation & Site Incharge. 50 mm OD (Outer Dia)

Providing and fixing Rigid pvc Class-3 6kg/cm² soil, waste, rain water and vent pipe (IS: 13592-92 IS: 14735-99 IS: 5382 IS: 4985) including all fittings (plain or door) e.g. bends, single Tee, double Tee, Single Y, Double Y, junction, cowls, offsets, access pieces, rubbering socketed solvent joint including cutting chase or holes in walls and floors and making good where required as per manufacurer's recommondation & Site Incharge. 40 mm OD

Providing & fixing PVC 'P' Trap and Height Riser, comforming to IS:13592, BS EN 1401, BS EN 1329, BS 5255, BS 4514, BS 4660, BS 5481, consisting of self cleansing design, including setting the trap in 1:2:4 CC, etc. complete. as required. 110mm OD 'P' Trap

Providing & fixing PVC 'P' Trap and Height Riser, comforming to IS:13592, BS EN 1401, BS EN 1329, BS 5255, BS 4514, BS 4660, BS 5481, consisting of self cleansing design, including setting the trap in 1:2:4 CC, etc. complete. as required. 110mm OD Height Riser

Providing & fixing Stainless Steel Tile Insert Floor Drain, 150x150mm in size , as approved by the architect and fixed on the inlet pipe.

Providing and Fixing MFT Multi Floor Trap comforming to IS:13592, BS EN 1401, BS EN 1329, BS 5255, BS 4514, BS 4660, BS 5481, including setting the trap in 1:2:4 CC, etc. complete. as required.

Providing and Fixing PFT Plain Floor Trap comforming to IS:13592, BS EN 1401, BS EN 1329, BS 5255, BS 4514, BS 4660, BS 5481, including setting the trap in 1:2:4 CC, etc. complete. as required.

Making Khurras 45x45cm with avarage minimum thickness of 5 cm. cement concrete 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement: 3 corse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

SEWER NETWORK

Providing and fixing, Laying & Jointing Underground Drainage Pipe SN-4 Class plumbing pipe in trenches including excavation of trench , providing layer of sand, laying of pipes, sand filling, back filling in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directred, within a lead of 200 mtr, etc., complete as directed by site In charge. 160mm OD (Outer Dia)

Providing and fixing, Laying & Jointing Underground Drainage Pipe SN-4 Class plumbing pipe in trenches including excavation of trench , providing layer of sand, laying of pipes, sand filling, back filling in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directred, within a lead of 200 mtr, etc., complete as directed by site In charge. 110mm OD

Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. Grating brick masonry chamber with water tight FRP Cover with frame of 300x 300mm size (inside), etc., complete as directed by site In charge. (Note: Cost shall include dewatering & water proofing of chambers as directed at site). 150x 100mm size P type with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry chamber for underground FRP inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) FRP cover with frame (Medium duty) 450x 600mm internal dimension, R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455mmx 610mm and 450mm deep for single pipe line. With common burnt clay F.P.S (non modular) bricks of class designation 7.5

Constructing brick masonry chamber for underground FRP inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) FRP cover with frame (Medium duty) 450x 600mm internal dimension, R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500mmx 700mm and 450mm deep for pipe line with one or two inlets. With common burnt clay F.P.S (non modular) bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry chamber: For 455 x 610 mm size, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry chamber: For 500 x 700 mm size, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design: Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes: Size 90 x 80 cm with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing FRP Reccesed/ Regular Manhole frame & cover with loading capacity of 12.5T 600mm x 600mm

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc. complete. 450mm dia RCC pipes.

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc. complete. 600mm dia RCC pipes.

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc. complete. 900mm dia RCC pipes.

Providing and constructing Septic Tank (Size: 3000 L x 1500 W x 1200 ED) as per detail drawing.

Providing and constructing Soak Well of 3000 Dia. X 4500 ED as per detail drawing.

Providing and constructing Grease Trap as per detail drawing.

WATER SUPPLY WORK COLD / HOT /DRINKING WATER SUPPLY:

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Exposed on wall 15 mm NB (Nominal Bore-Internal Dia of Pipe)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Exposed on wall 20 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Exposed on wall 25 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Exposed on wall 32 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Exposed on wall 40 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Exposed on wall 50 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc. 15 mm NB (Nominal Bore-Internal Dia of Pipe)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc. 20 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc. 25 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc. 32 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc. 40 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 15 mm NB (Nominal Bore-Internal Dia of Pipe)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 20 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 25 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 32 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 40 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 50 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 65 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 80 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 100 mm NB

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC-SDR-11) pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work 150 mm NB

Providing and fixing 9 mm thick nitrial electrometic insulation tube over pipes in wall chase and filling the wall chase as per manufature's specifications for hot water insulation.All Exosed Area Hot Water Insulation Must be cladding with aluminium tape type or Protect with Light duty PVC pipe over the insulation. (Internal work : inside the wall / covered installation/) 15 mm NB (Nominal Bore-Internal Dia of Pipe)

Providing and fixing 9 mm thick nitrial electrometic insulation tube over pipes in wall chase and filling the wall chase as per manufature's specifications for hot water insulation.All Exosed Area Hot Water Insulation Must be cladding with aluminium tape type or Protect with Light duty PVC pipe over the insulation. (Internal work : inside the wall / covered installation/) 20 mm NB

Providing and fixing 9 mm thick nitrial electrometic insulation tube over pipes in wall chase and filling the wall chase as per manufature's specifications for hot water insulation.All Exosed Area Hot Water Insulation Must be cladding with aluminium tape type or Protect with Light duty PVC pipe over the insulation. (Internal work : inside the wall / covered installation/) 25 mm NB

Providing and fixing 9 mm thick nitrial electrometic insulation tube over pipes in wall chase and filling the wall chase as per manufature's specifications for hot water insulation.All Exosed Area Hot Water Insulation Must be cladding with aluminium tape type or Protect with Light duty PVC pipe over the insulation. (Internal work : inside the wall / covered installation/) 32 mm NB

Providing and fixing 9 mm thick nitrial electrometic insulation tube over pipes in wall chase and filling the wall chase as per manufature's specifications for hot water insulation.All Exosed Area Hot Water Insulation Must be cladding with aluminium tape type or Protect with Light duty PVC pipe over the insulation. (Internal work : inside the wall / covered installation/) 40 mm NB

Providing and fixing 9 mm thick nitrial electrometic insulation tube over pipes in wall chase and filling the wall chase as per manufature's specifications for hot water insulation.All Exosed Area Hot Water Insulation Must be cladding with aluminium tape type or Protect with Light duty PVC pipe over the insulation. (Internal work : inside the wall / covered installation/) 50 mm NB

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm NB (Nominal Bore-Internal Dia of Pipe)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 32 mm NB

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 40 mm NB

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 50 mm NB

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 65 mm NB

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 80 mm NB

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 100 mm NB

Providing and fixing gun metal non-return valve of approved quality (screwed end): 25 mm NB H (Horizontal)

Providing and fixing gun metal non-return valve of approved quality (screwed end): 25 mm NB V (Vertical)

Providing and fixing gun metal non-return valve of approved quality (screwed end): 32 mm NB H

Providing and fixing gun metal non-return valve of approved quality (screwed end): 32 mm NB V

Providing and fixing gun metal non-return valve of approved quality (screwed end): 40 mm NB H

Providing and fixing gun metal non-return valve of approved quality (screwed end): 40 mm NB V

Providing and fixing gun metal non-return valve of approved quality (screwed end): 50 mm NB H

Providing and fixing gun metal non-return valve of approved quality (screwed end): 50 mm NB V

Providing and fixing gun metal non-return valve of approved quality (screwed end): 65 mm NB H

Providing and fixing gun metal non-return valve of approved quality (screwed end): 65 mm NB V

Providing and fixing gun metal non-return valve of approved quality (screwed end): 80 mm NB H

Providing and fixing gun metal non-return valve of approved quality (screwed end): 80 mm NB V

Providing and fixing Brass Hydrant for Irrigation with key opener including valve box with cover of approved make, etc, complete as per manufature's specification. 20mm NB

Providing and fixing Brass Hydrant for Irrigation with key opener including valve box with cover of approved make, etc, complete as per manufature's specification. 25mm NB

Providing and fixing Lateral Drip Line for drip irrigation with wall thickness 1.2mm and as per vendor's recommendation and specification. Etc. complete

PUMPS & EQUIPMENT

Providing and Fixing, Submersible pump of make approved by the architect (1 Working + 1 Standby) with head 55 to 60 mt, discharge : 10m³/h (Each Pump), Fully Automatic (With Liquid level controller, Cascade Operation and Dry Run Protection), including all the necessary accessories, etc complete, as directed. (For caring Muncipal water to main UGWT in the centeral area)

Providing and Fixing, Pressure pump of make approved by the architect (2 Working + 1 Standby) of 5 kg/cm² with VFD, discharge : 10m³/h (Each Pump) with 200 ltr. pressure tank, Fully Automatic with alternate / Cascade on / off and Dry Run Protection., including all the necessary accessories, etc complete, as directed.

Providing and Fixing, S S 304 Water Cooler Storage Capacity of 300 Lit with R.O. Water Purifier 250 Lit/hr of approved make and model by the Architect etc. complete.

Water Bodies ( Fountains)

SITC of Horizontal openwell monoblock pump set, 2900 RPM cast iron casing / impeller SS 304 Shaft complete as required 14 lps 7 mtr 2 HP

SITC of bobbin wound FRP filter 900 mm dia side mount with 50 mm dia multiport valve with max working pressure of 3.5 Bar at max Operating temp 50 Degrees designed for flow of 35 cum/hour with uV resistant surface Glass Media

Supply of Granular sand Media

Supplying, Installation, Testing and Commissioning of Stainless Steel Drain 300 x 300 mm in ss 316 with removable top For Drainage Solution For Pools Other Wet Areas

Supplying, Installation, Testing and Commissioning of Stainless Steel Skimmer with 50 mm dia inlet and front opening 450 mm wide with dtrainersmess for wall grouting

Supplying, Installation, Testing and Commissioning of 63 mm dia ABS Floor Inlet

Supplying, Installation, Testing and Commissioning of Fountain Nozzle 25 mm Size bubbler Jet with Ball Joint, , Nipple and Connecting Assembly ,Ball Joint For Nozzle To be Adjusted In Multiple Direction

Supplying, Installation, Testing and Commissioning of Fountain Nozzle 1.1/2" Size Tulip Jet with Ball Joint, , Nipple and Connecting Assembly For Creating Plume Of Water ,Ball Joint For Nozzle To be Adjusted In Multiple Direction

Supplying, Installation, Testing and Commissioning of Umbrella nozzle 25 mm dia with Ball Joint, , Nipple and Connecting Assembly For umbrella type effect ,Ball Joint For Nozzle To be Adjusted In Multiple Direction

Supplying and fixing of 25 mm dia Conduit pipe with fittings complete as required.

Supplying and Fixing of PVC insulated PVC sheathed copper conductor stranded round cables complete as required. 3x2.5 Sqmm

Supplying, Jointing , Testing and Commissioning of DWC Flexible Pipe with Meshing work and Excavation as per site condition

Supplying, Installation, Testing and Commissioning of UPVC Pipes tested at 10 kg/sqcm as per IS 4985 and Fittings Pipe Laying Joining with Meshing work as per site condition For Durability 63 mm dia

Supplying, Installation, Testing and Commissioning of UPVC Pipes tested at 10 kg/sqcm as per IS 4985 and Fittings Pipe Laying Joining with Meshing work as per site condition For Durability 50 mm dia

Supplying, Installation, Testing and Commissioning of following Double Side Union type upvc Ball Valve inside threaded Accessories Galvenised Steel Lever With Plastic Covering And Ball Made Up of With 10 bar Nominal Pressure 63 mm dia ball valve

Supplying, Installation, Testing and Commissioning of following Double Side Union type upvc Ball Valve inside threaded Accessories Galvenised Steel Lever With Plastic Covering And Ball Made Up of With 10 bar Nominal Pressure 63 mm dia Check valve

Supplying, Installation, Testing and Commissioning of following Double Side Union type upvc Ball Valve inside threaded Accessories Galvenised Steel Lever With Plastic Covering And Ball Made Up of With 10 bar Nominal Pressure 50 mm dia ball valve

Supplying, Installation, Testing and Commissioning of following Double Side Union type upvc Ball Valve inside threaded Accessories Galvenised Steel Lever With Plastic Covering And Ball Made Up of With 10 bar Nominal Pressure 32 mm dia ball valve

Supplying, Installation, Testing and Commissioning of Filtomatic 25000 fillted with 24 watt uvc with automatic sludge dischargeof filter to continuous removal of phosphates and nutrients and pollutants.

Supplying, Installation, Testing and Commissioning of The AquaMax8000 It operates on a rated voltage of 220-240 V at 50 Hz and consumes 65 watts of power. The power cable is 10 meters long, providing flexibility in placement. It is constructed with durable and weather-resistant materials, ensuring long-lasting performance even in outdoor environments.

Supplying, Installation, Testing and Commissioning of Aquaoxy 2500 is a pond aerator to ensure a safe and well-oxygenated pond environment. With its dimensions of 245 x 185 x 200 mm and a net weight of 8.10 kg. The aerator operates at a rated voltage of 220-240 V / 50 Hz and has a power consumption of 40 W. It comes with a 5.00-meter power cable for convenient placement. The maximum flow rate of the aerator is 2500 liters per hour, providing efficient oxygenation for pond. With a pressure output of up to 0.35 bar and a flow rate of 46 liters per minute at 0.5 m water depth.

Supplying, Installation, Testing and Commissioning of AquaOxy Aerator Bar L to improve oxygen levels in the water. It features a long aerator bar with multiple air outlets, providing a wide coverage area for maximum aeration. The aerator is suitable for ponds of various sizes and can be easily adjusted to meet specific oxygenation requirements.

Supplying, Installation, Testing and Commissioning of Filtral 9000 with power consumption of 52 wall and water discharge cap of 2500 LPH

Supplying, Installation, Testing and Commissioning of ProfiSkim Wall the Integrated Dirt Basket removes debris by constantly drawing water from the surface column,with Outlet Connection Of DN110 on maximum Pump capacity of 16000 l/h

Supplying, Installation, Testing and Commissioning of Control panel Board with Contactor relay, Timer, Indicating Lamp. Push botton Acceessories (1 Working for Filter,1 Working for Bubbler and circulation)

Supplying, Installation, Testing and Commissioning of Control panel Board with Contactor relay, Timer, Indicating Lamp. Push botton Acceessories (1 Working for Filter and circulation)

Supplying, Installation, Testing and Commissioning of Control panel Board with Contactor relay, Timer, Indicating Lamp. Push botton Acceessories (3 Working for Filter and circulation)

WIRING IN STEEL AND PVC CONDUIT

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.3 Group C

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.1 - 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1.21.2 - 25 mm

DWC Pipe Supplying and laying of 63 mm dia (OD-63 mm & ID-51 mm nominal) DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75-100cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. Necessary DWC pipe protector to be provided and Co-ordination of multiple DWC pipe laying also to be considered in scope of work.

Supplying and laying of 160 mm dia (OD-160 mm & ID-135 mm nominal) DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75-100 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. Necessary DWC pipe protector to be provided and Co-ordination of multiple DWC pipe laying also to be considered in scope of work.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Contractor shall arrange loose required type of natural stone sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 1.24.1 - 5/6 A switch

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Contractor shall arrange loose required type of natural stone sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 2 way 5/6 A switch Each

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Contractor shall arrange loose required type of natural stone sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 15/16 A switch

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Contractor shall arrange loose required type of natural stone sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 3 pin 5/6 A socket outlet

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Contractor shall arrange loose required type of natural stone sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 6 pin 15/16 A socket outlet

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge.

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge.

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 1.27.1 - 1 or 2 Module (75mmX75mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 3 Module (100mmX75mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 4 Module (125mmX75mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 6 Module (200mmX75mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 8 Module (125mmX125mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. 12 Module (200mmX150mm)

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge.

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge.

Supplying and fixing brass batten/ angle holder including connection etc. as required. Contractor shall arrange loose required type of sample for approval as per design requirement. Sample of loose shall be approved for mock up works. Mock up shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up. The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge.

Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.

Providing and fixing plain 16/0.20mm (0.50sqmm) twin flat flexible, FRLS PVC insulated, copper conductor cable, in PVC sleeve of suitable size on the floor/ wall, or side of the table/ door etc. as required.

Providing and fixing plain 16/0.20mm (0.50sqmm) twin circular flexible FRLS PVC insulated, PVC sheathed copper conductor cable direct on the wall with PVC clips etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest (10 cm and 5 cm or less shall be ignored)

Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)

Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1 - Upto 225-450 mm sweep

Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.55.3 - Group C

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).

Supplying and fixing PVC batten/ angle holder including connections etc. as required.

MCCB, MCB & DB'S

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.4.3 - 8 way (4 + 24), Double door

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 - Single pole

Double pole

Triple pole and neutral

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.1 - 40A

Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.1 - 25 A

Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.15.1 - 25 A

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

CABLE TRAYS

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 4.6.2 - 150 mm width X 50 mm depth X 1.6 mm thickness

300 mm width X 50 mm depth X 1.6 mm thickness

450 mm width X 50 mm depth X 2.0 mm thickness

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 4.7.2 - 150 mm width X 50 mm depth X 1.6 mm thickness

300 mm width X 50 mm depth X 1.6 mm thickness

450 mm width X 50 mm depth X 2.0 mm thickness

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 4.8.2 - 150 mm width X 50 mm depth X 1.6 mm thickness

300 mm width X 50 mm depth X 1.6 mm thickness

450 mm width X 50 mm depth X 2.0 mm thickness

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Cross member"(galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. 4.9.2 - 150 mm width X 50 mm depth X 1.6 mm thickness

300 mm width X 50 mm depth X 1.6 mm thickness

450 mm width X 50 mm depth X 2.0 mm thickness

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Reducer" (galvanisation not less than 50 microns) with perforation not more than17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. 4.10.2 - 150 mm width X 50 mm depth X 1.6 mm thickness

300 mm width X 50 mm depth X 1.6 mm thickness

450 mm width X 50 mm depth X 2.0 mm thickness

EARTHING

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

MV CABLE LAYING

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. 7.1.1 - Upto 35 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. Above 35 sq. mm and upto 95 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. 7.2.1 - Upto 35 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. Above 35 sq. mm and upto 95 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. Above 95 sq. mm and upto 185 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering (required size of half round RCC pipe) and refilling the trench etc as required. Above 185 sq. mm and upto 400 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/DWC/METAL pipe as required. 7.5.1 Upto 35 sq. mm

Above 35 sq. mm and upto 95 sq. mm

Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. 7.7.1 - Upto 35 sq. mm (clamped with 1mm thick saddle)

Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)

Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)

Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp)

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

MV CABLE JOINTING & END TERMINATION

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.22 - 3½ X 50 sq. mm (35mm)

3½ X 70 sq. mm (38mm)

3½ X 95 sq. mm (45mm)

3½ X 120 sq. mm (45mm)

3½ X 150 sq. mm (50mm)

3½ X 185 sq. mm (57mm)

4 X 10 sq. mm (25mm)

4 X 16 sq. mm (28mm)

4 X 25 sq. mm (28mm)

4 X 35 sq. mm (32mm)

4 X 50 sq. mm (35mm)

MISC.CIVIL ITEMS

Excavation for cable trenches in all Kind of soil, depth upto 1.2 m including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of bottom, and disposal of surplus excavated earth for all lead within site area/ plot boundary and lift upto 1.5 mt depth including refilling with sand and or good soil after laying of DWC pipe/cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed by engineer-in-charge. within site area/ plot boundary

Excavation for cable trenches in all Kind of soil, depth upto 1.5 m including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of bottom, and disposal of surplus excavated earth for all lead within site area/ plot boundary and lift upto 1.5 mt depth including, refilling with sand and or good soil after laying of DWC pipe/cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed by engineer-in-charge. within site area/ plot boundary

MISC.CIVIL ITEMS

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

ELECTRICAL POWER PANELS & ENCLOSURES

Panel shall be 415V, 3 phase 4 wire 50 c/s , compartmentlized type, IP 55 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, , bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common Aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc. with RYB LED indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram etc. complete as required , wiring with 2.5sq. mm. FRLSH insulated copper conductor , cable alleys, cable gland i/c providing following switch gears. Busbar shall be aluminium with 0.8A/sq.mm current density. KA rating of panel shall be 35KA. Approval shall be taken for each panel before fabrication.

Incomer 630A FP 35kA for 1-SEC,manually Oprated Fixed type MCCB with Microprocessor Based Released with inbuilt adjustable O/L, S/C & E/F Protection. RYB indication lamp SPD type class-2 with SFU 63A Multi Function Meter with RS 485 port C.T. for metering 630/5A, CLASS 1.0, 15VA ELR-30mA to 30A Busbar 630A, 415V, TPN, 50HZ, 35KA, Aluminium Busbar Outgoing A. 400A FP, 35kA For 1-Sec, Manually Oprated Fixed type MCCB with Thermal Magnatic Based Release With Inbuilt Adjustable O/L, & S/C Protection - 1 Nos. B. 200A FP, 35kA For 1-Sec, Manually Oprated Fixed type MCCB with Thermal Magnatic Based Release With Inbuilt Adjustable O/L, & S/C Protection - 1 Nos. C. 100A FP, 35kA For 1-Sec, Manually Oprated Fixed type MCCB with Thermal Magnatic Based Release With Inbuilt Adjustable O/L, & S/C Protection - 1 Nos. D. 160A FP, 35kA For 1-Sec, Manually Oprated Fixed type MCCB with Thermal Magnatic Based Release With Inbuilt Adjustable O/L, & S/C Protection - 1 Nos. E. 63A FP, 10kA MCB - 7 Nos. F. 40A FP, 10kA MCB - 6 Nos. G. 20A FP, 10kA MCB - 1 Nos.

Panel shall be 415V, 3 phase 4 wire 50 c/s , compartmentlized type, IP 55 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, , bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common Aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc. with RYB LED indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram etc. complete as required , wiring with 2.5sq. mm. FRLSH insulated copper conductor , cable alleys, cable gland i/c providing following switch gears. Busbar shall be aluminium with 0.8A/sq.mm current density. KA rating of panel shall be 35KA. Approval shall be taken for each panel before fabrication.

Incomer 400A FP 35kA for 1-SEC,manually Oprated Fixed type MCCB with Microprocessor Based Released with inbuilt adjustable O/L, S/C & E/F Protection. RYB indication lamp SPD type class-2 with SFU 63A Multi Function Meter with RS 485 port C.T. for metering 400/5A, CLASS 1.0, 15VA ELR-30mA to 30A Busbar 400A, 415V, TPN, 50HZ, 35KA, Aluminium Busbar Outgoing A. 100A FP, 35kA For 1-Sec, Manually Oprated Fixed type MCCB with Thermal Magnatic Based Release With Inbuilt Adjustable O/L, & S/C Protection - 1 Nos. B. 63A FP, 10kA MCB - 2 Nos. C. 80A FP, 10kA MCB - 2 Nos. D. 40A FP, 10kA MCB - 5 Nos. E. 160A FP, 35kA For 1-Sec, Manually Oprated Fixed type MCCB with Thermal Magnatic Based Release With Inbuilt Adjustable O/L, & S/C Protection -2 Nos. F. 20A FP, 10kA MCB - 3 Nos.

Panel shall be 415V, 3 phase 4 wire 50 c/s , compartmentlized type, IP 55 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, , bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common Aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc. with RYB LED indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram etc. complete as required , wiring with 2.5sq. mm. FRLSH insulated copper conductor , cable alleys, cable gland i/c providing following switch gears. Busbar shall be aluminium with 0.8A/sq.mm current density. KA rating of panel shall be 35KA. Approval shall be taken for each panel before fabrication. Incomer 63A FP, 10kA MCB . RYB indication lamp SPD type class-2 with SFU 63A Multi Function Meter with RS 485 port C.T. for metering 63/5A, CLASS 1.0, 15VA ELR-30mA to 30A Busbar 63A, 415V, TPN, 50HZ, 35KA, Aluminium Busbar Outgoing A. 10A DP MCB - 30Nos.

Panel shall be 415V, 3 phase 4 wire 50 c/s , compartmentlized type, IP 55 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, , bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common Aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc. with RYB LED indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram etc. complete as required , wiring with 2.5sq. mm. FRLSH insulated copper conductor , cable alleys, cable gland i/c providing following switch gears. Busbar shall be aluminium with 0.8A/sq.mm current density. KA rating of panel shall be 35KA. Approval shall be taken for each panel before fabrication.

Panel shall be 415V, 3 phase 4 wire 50 c/s , compartmentlized type, IP 55 fabricated CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having required capacity extensible type FP bus bars of high conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, , bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common Aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of bus bars, interconnection, interlocking between feeders etc. with RYB LED indication lamps, push buttons necessary accessories, complete with following incoming and outgoing switchgears with protection and metering etc. as per specification and schematic diagram etc. complete as required , wiring with 2.5sq. mm. FRLSH insulated copper conductor , cable alleys, cable gland i/c providing following switch gears. Busbar shall be aluminium with 0.8A/sq.mm current density. KA rating of panel shall be 35KA. Approval shall be taken for each panel before fabrication.

Incomer 100A FP 35kA for 1-SEC,manually Oprated Fixed type MCCB with Microprocessor Based Released with inbuilt adjustable O/L, S/C & E/F Protection. - 1Nos. RYB indication lamp - 3 Nos. SPD type class-2 with SFU 63A Multi Function Meter with RS 485 port 100A, 415V, TPN, 50HZ, 35KA, Aluminium Busbar Outgoing A. 40A FP EL+MCB -100mA - 7 nos. B. 40A FP MCB - 1 Nos. C. 20A DP MCB - 15 Nos. D. 25A SP MCB - 3 Nos. E. Timer Switch & Contactor - 18 Nos.

Supply, Installation, testing & commissioning of compartmentalized type Thermoplatic or Polycabonate OUTDOOR TYPE MCB enclousure as per Drawing, Specification. The unit rate shall include loading/unloading, shifting from site store to the place of installation, including installation on MS stand (provied support for panel mounting) or directly on wall, supply of all necessary hardware. Aligning, levelling, grouting & providing necessary support for fixing the enclousure. Enclosure Base / stand / wall mounting shall be as per architectural intent. GA drawings of Enclosure and necessary GA drawing for mounting MS stand arragement shall be as per requirment of architect / consultants / client. Necessary stuctural foundation as per enclosure weight also to be considred in rate for enclosure intallation. Lockable arrangement also to be provided. 4Module with Din Rail IP65/66 IK08/09

Supply, Installation, testing & commissioning of compartmentalized type Thermoplatic or Polycabonate OUTDOOR TYPE MCB enclousure as per Drawing, Specification. The unit rate shall include loading/unloading, shifting from site store to the place of installation, including installation on MS stand (provied support for panel mounting) or directly on wall, supply of all necessary hardware. Aligning, levelling, grouting & providing necessary support for fixing the enclousure. Enclosure Base / stand / wall mounting shall be as per architectural intent. GA drawings of Enclosure and necessary GA drawing for mounting MS stand arragement shall be as per requirment of architect / consultants / client. Necessary stuctural foundation as per enclosure weight also to be considred in rate for enclosure intallation. Lockable arrangement also to be provided. 6Module with Din Rail IP65/66 IK08/09

Supply, Installation, testing & commissioning of compartmentalized type Thermoplatic or Polycabonate OUTDOOR TYPE MCB enclousure as per Drawing, Specification. The unit rate shall include loading/unloading, shifting from site store to the place of installation, including installation on MS stand (provied support for panel mounting) or directly on wall, supply of all necessary hardware. Aligning, levelling, grouting & providing necessary support for fixing the enclousure. Enclosure Base / stand / wall mounting shall be as per architectural intent. GA drawings of Enclosure and necessary GA drawing for mounting MS stand arragement shall be as per requirment of architect / consultants / client. Necessary stuctural foundation as per enclosure weight also to be considred in rate for enclosure intallation. Lockable arrangement also to be provided. 12Module with Din Rail IP65/66 IK08/09

Supply, Installation, testing & commissioning of compartmentalized type Thermoplatic or Polycabonate OUTDOOR TYPE MCB enclousure as per Drawing, Specification. The unit rate shall include loading/unloading, shifting from site store to the place of installation, including installation on MS stand (provied support for panel mounting) or directly on wall, supply of all necessary hardware. Aligning, levelling, grouting & providing necessary support for fixing the enclousure. Enclosure Base / stand / wall mounting shall be as per architectural intent. GA drawings of Enclosure and necessary GA drawing for mounting MS stand arragement shall be as per requirment of architect / consultants / client. Necessary stuctural foundation as per enclosure weight also to be considred in rate for enclosure intallation. Lockable arrangement also to be provided. 9Module with Din Rail IP65/66 IK08/09

CABLES Aluminium Armoured Cable: Voltage: 1100V Conductor:Stranded Class 2 Aluminium Conductor Insulation: XLPE as per IS 7098(Pt-1)/88, Latest Inner Sheath: Wrapping of Tape inner sheath Armoure: Galvanised Steel Flat strip armour Outer Sheath: Extruded FR-LSH PVC Type 'ST2' as per IS:5831 Standard:-IS 7098 Part I/88, IS 8130/2013, IS 5831/84, IS 3975/1999 etc. with latest up to date amendments Copper Armoured Cable: Voltage: 1100V Conductor:Stranded Class 2 Copper Conductor Insulation: XLPE as per IS 7098(Pt-1)/88, Latest Inner Sheath: Extruded PVC Type 'ST2' as per IS:5831/84 Armoure: Galvanised Steel Flat strip armour Outer Sheath: Extruded FR-LSH PVC Type 'ST2' as per IS:5831/84 Standard:Generally as per IS 7098 Part I/88, IS 8130/2013, IS 5831/84, IS 3975/1999 etc. with latest up to date amendments

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3.5C X 185 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store 3.5C X 150 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store 3.5C X 120 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store 3.5C X 95 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3.5C X 70 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 50 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 35 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 25 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 16 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 10 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 6 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 4 sq.mm XLPE - FRLS Aluminium Armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C x 4 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C x 6 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 10 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 16 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 4C X 25 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3C X 6 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3C X 4 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3C X 2.5 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 2C X 1.5 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3C X 1.5 sq.mm Copper XLPE - FRLS armoured cable

Supply, testing & Commissioning of XLPE insulated - Outer sheath Extruded FRLS medium voltage Armoured Copper/Aluminium cables as per the specifications, drawings & instruction of Engineer-in-charge and as per the instruction of the manufacturer. The cable shall be laid with saddaling in open manner on wall/slab from SFU to Main Panel / Main Panel to Distribution board / distribution board to distribution board. The unit rate shall include supply & laying of cables,Transportation from site store to place of installtion,unpacking the drum and return of drum to the site store. 3C X 1.5 sq.mm Copper XLPE - FRLS flexible cable

CABLE CONNECTIONS & TERMINATIONS - COPPER CABLES - DOUBLE COMPRESSION

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 4C x 4 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 4C x 6 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 4C X 10 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 4C X 16 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 4C X 25 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 3C X 6 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 3C X 4 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 3C X 2.5 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 2C X 1.5 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 3C X 1.5 sq.mm Copper armoured cable

Supply, Connections & Termination of Medium voltage XLPE insulated alluminium/copper cables as per the specification & instruction of Engineer-in-charge.The unit rate shall include connection of adequate size DOUBLE compression type brass cable glands, Rubber cable boots and lugs including cutting/stripping of cable insulation, fixing of cable glands,crimping the lugs, connection of cable armour with earth bar, necessary tools, hardware, PVC insulated tape and all other material required. 3C X 1.5 sq.mm Copper flexible cable

LIGHT FIXTURE & FAN

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supply, testing & commissioning of Exhaust fan as per Drawing & as per instruction of Architect / Engineer-in-charge. 225-300 MM EXHAUST FAN HEAVY DUTY HIGH SPEED - 1000 TO 1400RPM COLOR: As per Design Intent BODY - PLASTIC / POLYPROPYLENE

Supply, testing & commissioning of Fan Rod as per Drawing & as per instruction of Architect / Engineer-in-charge. 450mm length (10 guage)

Supply, testing & commissioning of Fan Rod as per Drawing & as per instruction of Architect / Engineer-in-charge. 600mm length (10 guage)

Supply, testing & commissioning of Fan Rod as per Drawing & as per instruction of Architect / Engineer-in-charge. 750mm length (10 guage)

Supply, testing & commissioning of Anchor Fastner for Fan as per Drawing & as per instruction of Architect / Engineer-in-charge. Anchor Fastner for fan

POLE TYPE 1 Supply, Installation, Testing and Commissioning of 4.5-5m GI pole with matt PU paint. (For luminaire type 1) 4.5 - 5m height pole made in combination of Conical section which is fabricated using High tensile MS Sheet (minimum 6mm thick) with 180mm dia gradually tapering round pole. After Fabrication Entire Pole is hot dip galvanized (100 microns Minimum ) for the effective corrosion resistance. The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. Pole shall be supplied with the Cables/Wires & conduits from Junction Boxes to Light Luminaires. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. wind pressure calculation as per IS 875(part-3) & structural calculation report as per EN40 should be submitted to verify the pole design(if suggested by the engineer incharge), However overall stability of installed lightpole is responsibility of the contractor. Pole is painted in 3 layer coating (coating thickness-100 microns Minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint of approved shade. DWC/PVC (1#40mm & 1#63mm) pipe also to be provided from chamber to Junction box. 50mm dia. coil type earhing to be provided with 4mm (8SWG) GI wire with 115 to 117 turns or minimum 450mm coil length. The same to be burring in ground at depth of 1.5m by 300mm charcoal and salt layers in dia. Meter of 350mm. Contractor to Supply all poles with die cast aluminium mounting brackets as per design intent for mounting CCTV etc & all other required mounting and installation accessories.This item includes civil foundation of pole, foundation bolt, required size pipes for in/out cable entry, Earthing of pole, Reducer to fix light fixture.Complete in all respect. Nominal Pole dimensions: Dia: 180mm, H: 4500mm, Finish: To be matched with pole head finish Refer intent design of pole. Note- Pole Shall be of similar make as light Fixture make.

POLE TYPE-2 Supply, Installation, Testing and Commissioning of 4.5m GI ribbed pole with cast iron base with matt PU paint. (For luminaire type 2) (pole shall be aesthetically same as per design intent//matching the existing pole at the site/project) 4.5 m height decorative pole made in combination of Conical section which is fabricated using High tensile MS Sheet (minimum 6mm thick) with dimension as per design intent/matching the existing pole at the site/project. In case of proposed pole shall be similar to exisitng pole, Contractor shall prepare Measured drawing of exisitng pole allready installed at site and prepared the shop drawing for approval from the the Architect/Engineer incharge. After Fabrication Entire Pole is hot dip galvanized (100 microns Minimum ) for the effective corrosion resistance. The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. Pole shall be supplied with the Cables/Wires & conduits from Junction Boxes to Light Luminaires. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. wind pressure calculation as per IS 875(part-3) & structural calculation report as per EN40 should be submitted to verify the pole design(if suggested by the engineer incharge), However overall stability of installed lightpole is responsibility of the contractor. Pole is painted in 3 layer coating (coating thickness-100 microns Minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint of approved shade. DWC/PVC (1#40mm & 1#63mm) pipe also to be provided from chamber to Junction box. 50mm dia. coil type earhing to be provided with 4mm (8SWG) GI wire with 115 to 117 turns or minimum 450mm coil length. The same to be burring in ground at depth of 1.5m by 300mm charcoal and salt layers in dia. Meter of 350mm. Contractor to Supply all poles with die cast aluminium mounting brackets as per design intent for mounting CCTV etc & all other required mounting and installation accessories.This item includes civil foundation of pole, foundation bolt, required size pipes for in/out cable entry, Earthing of pole, Reducer to fix light fixture.Complete in all respect. Nominal Pole dimensions: Dia: 180mm, H: 4500mm, Finish: To be matched with pole head finish Refer intent design of pole. Note- Pole Shall be of similar make as light Fixture make.

Supply, testing & commissioning of Exhaust fan as per Drawing & as per instruction of Architect / Engineer-in-charge. 300 MM EXHAUST FAN COLOR: As per Design Intent BODY - METAL BODY

INFRA ITEMS

Rated voltage : 12KV Outdoor type Suitable for Transformer rating 400KVA Rating of VCB:- 11 KV 800 Amp VCB With drawout unit suitable for control supply ,closing coil 110V DC , Tripping Coil 110V DC Manual Spring Charge, 21kA 11 KV Resin Cast Epoxy CT 250/1 Amp Over Current & Earth Fault Relay Rated Short Time withstand Current :- 21KA / 3 sec Insulation level :- 12/28/75 KVP Type of operating mechanism:- Manual Spring charged Cable Entry :- Bottom a. Ambient temperatures used for design:- a. Maximum (0C) : 50 ⁰C b. Maximum daily average (0C) : 39 ⁰C • Other Accessories: • Aluminium 'EC Grade' Busbar with Insulation • Power Pack • Control wiring • Copper bond Jumper for CT PT unit "EC Grade" • 11 KV voltage detecting Insulators • VDI System • HV Sleeve • Self-Adhesive Aluminium Label • Indication Lamp –VCB ON / OFF • Heater with thermostat • CTPT Unit chamber & Metering chamber Note:- 1. Proper space for HT cable termination to be provide. 2. GA drawing to be submitted. Prior to Manufacturing 3. 2 Nos. site visit to be considered at the time of installation. 4. Required foundation details to be provided prior to 45days for structure related approval from structural engineer.

Type:- 11kV, HT side 1 # Incoming CUM outgoing VCBs Capacity/ Rating:- 11 kv , 400/630A Rated short time withstand current kA rms/ 1 sec:- 18.37kA rms Voltage:- 11KV+/- 10% Ambient Temp:- 45 deg. C Atmosphere:- Normal Duty type:- Contineous Frequency:- 50Hz. +/- 3% System fault level:- 350MVA Max. system voltage:- 12 kv Making capacity:- 46 kA (peak) Cable entry (I/C & O/G) :- Bottom Cable size:- 1#11kV, 3c x 95 sq.mm XLPE cable (E/UE) Close & spring charging arrangement:- Motorised with Inbuilt Power Pack space heater with thermostate with switch:- 230 V A.C, 10 A Self powered O/L & E/F relay with CT's:- In both outgoing VCBs

Technical Particulars of Distribution Transformer: Rated output in KVA:- 400 KVA Type:- CAST RASIN DRY TYPE Rating / duty:- Contineous Vector group:- DYN11 No of windings:- 2 Material of winding:- copper Rated withstand voltage at power frequency of 50 Hz kV rms:- 28 kV Rated Impulse withstand Voltage kV peak:- 75 kV Insulator used for HV busbar support shall be of Creepage distance. :- 25mm/kV Winding insulation:- Class ' F ' Method of earthing:- Solid Tap changers & Tappings:- Off Circuit Tap link with tapping range of +5% to -5% in step of 2.5%. Temperature rise At 45C ambient of wdg by resistance method.:- 55 degree C (D) LT side 630A, 4P, 36KA, Microprocessor based MCCB with Induilt adjustable - Over laod, short circuit and earth fault protection, RYB Indication Lamp and Multifunction Meter with RS-485 Comport. ( E ) Drawing approval, inspection & commissioning 1. Drawings & Approval:- 3 sets of Hard copy for approval & comments then 4 sets of final hard copy after approval. 2. Tests & inspection:- 3Visual inspection with Routine tests like HV,Megger, Tests For Losses,etc 3. SCOPE:- The scope of work shall cover the Design, Manufacture, Supply, Testing and Commissioning at site of Compact substation suitable for outdoor installation meeting the requirements specified in the Technical data sheet. IMPORTANT :- The vendor will depute their engineer at site at the time of installation, testing & commissioning for at least three times. All precommissioning tests shall be done by supplier/vendor at site prior to commissioning. Minimum 750mm clear space to be provided from bottom of gland plate to spreader contact terminal of ACB/MCCB/MCB/terminal for outging/incoming Cable termination.

1. Input voltage supply to be regulated:- 360V To 480V Phase To Phase 2. Input frequency:- 50 Hz + 2% 3. Output voltage to be guaranteed:- 415V + 1% Phase To Phase 240V + 1% Phase To Neutral 4.Suitable for :- Unbalanced Load & Input (i.e. individual phase control CORRECTION to be provided) 5. Efficiency :- 99% at full load. 6. Metering:- Digital Voltage, Ampere & KW Monitoring system for Input & Output side for individual phase. 7. Indication:- 1. Mains on indication 2. High/Low voltage indication display to be provided on the panel for the individual phases 8. Mode of operation:- 1) Manual Mode 2) By pass Mode 9. Nature of cooling :- Oil Cooled 10. Ambient Temperature:- Within 40 C to 50 C.

CORE:- The core to be constructed from low loss, cold rolled , grain oriented, annealled laminations of electrical sheet steel conforming to the latest internationals. Standard using grade 4 lamination thickness from 0.24mm to 0.27mm for the minimum no load and load losses WINDINGS:- Coils to be wounded with DPC Paper layer covered plus polyster film cover for better insulation with Electrolytic grade copper strip TANKS & PAINTS :- The acoustic enclosure / tanks to be made of sand blasted M.S.steel Plated/Sheets with adequate bracing & stiffeners. All the external surfaces are given a primary coat of 2 Pack Epoxy primer and Finishing two Coat of Epoxy Paint for better life with chemical treatment inside with seven tank paint procedure for the effective protection of the enclosure while working in the toughest of the Chemical and moisture Zones. PROTECTION:- ACB to be provided in input by the supplier. Under Voltage cut Off & Over voltage cut off with timer & Alarm also to be Provided. Surge Suppressor make OBO Bettermen to be provided. AVR:- Linear Copper strip wounded regulators in Differential Winding, Plus/ Minus type with negligible losses due to differential winding as regulator part is out of Circuit on minimum conditions. This regulator is wounded with copper strip. Self Lubricating Carbon roller Assemblies. CARBON ROLLER:- Provide self lubricating carbon roller assemblies with working life of 1 Lakh track meters instead of Carbon brush. Our rollers are point contact with leaset wear & tear as surfaces area in contact keeps on changing during the motion and heat is dissipiated through out the body resulting in very high working life on maximum temperature rise with spring tension behind to keep the roller intact with coil for trouble free operation for ages. Electronic Card:- The Electronic control card integrates three core functions of control / protection and digital display for the regulator. It controls the output voltage with set limits and provides under voltage, over voltage, over load and single phasing preventor protection. It also digitally displays all the three input, output voltages and load currents simultaneously on LCD It has alphanumeric display of faults for each phase on the LCD. Various parameters can be set by optional detachable setting panel. Potential free contact (1 Amp.) for tripping shunt trip or contacts coil.

1. Following accessories will be provided. For 400KVA stabilizer - 1 # 630A, 36kA, 4P, Microprocessor based Motorized MCCB with inbuilt adjustable over load, short circuit & earth fault protection as an incomer and in outgoing 630A contactor to be provided with all necessary wiring with automatic ON after getting healthy condition. NOTE:- For any fault in stabilizer ACB/MCCB should trip & for any fault at load side (Over load, short circuit, Earth Fault, Single Phasing, Under voltage, Over voltage etc.) Control signal shall be provided for remote tripping & for remote closing automatically once healthy condition is restored. Two Nos Erthing terminals Lifting hooks at top For 400kVA stabilizer - Cable size of 3 # 3.5 c x 185 sq.mm. XLPE Aluminium Armoured Cable with detachable gland plate & suitable size of hole for incoming & outgoing. Consider minimum 800/900mm minimum clear space from ACB/MCCB spreader contact terminal to gland plate for cable termination. 2. Following Test Report Will be Submitted:- No load Voltage variation test 3. Erection & Commissioning:- It will be done in presence of our Engineer. If required Maximum 3 site visit to be considered of your Engineer during erection and commissioning without any charges. 4. Documentation:- O&M manual & electrical drawing - Each 2 sets to be provided.

CODES & STANDARDS • All equipments and materials shall be designed, manufactured and tested in accordance with the latest applicable Indian & International Standards • The equipment shall meet the requirements of Indian Electricity Rules as amended upto date and relevant IS Codes of practice, Fire Insurance Association and all statutory regulations and safety codes In addition, other rules and regulations as applicable to the work shall be followed. In case of any discrepancy, the more restrictive rule shall be binding. CONSTRUCTION REQUIREMENTS • Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Critical processes of punching is done on CNC machines to maintain dimensional accuracy of holes within 0.1 mm. Powder coating is done after seven-tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE-RETARDANT Glass Wool / Mineral Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel. • Design approved by ARAI, the nodal agency nominated by CPCB • Canopy fabricated on machines with dimensional accuracy of 0.1mm. • Canopy is powder coated after passing through seven tank processes. • Canopy is lined with acoustic Glass Wool / Mineral Wool, which is non-igniting /Fire Retardant. • No grouting required on the ground, only a level surface capable of withstanding the DG weight. • Designed for installation in open-air conditions. • Lockable doors provided. • Residential Silencer is provided. • Externally accessible emergency stop button. • The exhaust gases shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine. • The maximum permissible temperature rise above the ambient shall be 10 deg C.

INDICATION Engine Panel shall have Digital display to indicate following parameter. • Battery voltage • Coolant water temperature • Lube oil pressure • Engine speed • Engine running hrs, • Auxiliary temperature FUEL TANK Fuel tank shall be fabricated out of 14SWG sheet. It is duly painted and fitted with inlet and outlet connections. Fuel tank should be part of D.G. set and all piping and connection should be done as integral part inside the enclosure.

BASE FRAME Skid mounting type base – frame fabricated from suitable MS Channel suitable machined to ensure perfect alignment of the engine and alternator with rigid construction and necessary rain-force to ensure minimum vibration. The base frame would be provided with lifting facilities and pre-drilled foundation holes suitable for permanent installation on concrete foundation or Anti-Vibration pads. BATTERIES Exide / prestolite make 4 * 12 Volts, 180 AH Dry and uncharged suitable for the electrical starting of the Engine along with the battery leads and battery charger. GENERAL: 1. Ambient temperature:- 50 deg. C 2. Atmosphere:- Corrosive, Humid and Dusty 3. Installation:- Outdoor ELECTRICAL DATA: 4. Rating In KVA:- 400 KVA (Prime Rating) 5. Rating In KW:- 320 KW 6. Voltage:- 415V+/- 10% 7. Frequency:- 50 Hz 8. International Standards:- ISO 3046 / BS5514 / IS 4722 9. Exhaust Silencer Type:- Residential / Hospital Grade 10. Exhaust Noise Level @ 1mtr.:- <75 db 11. Maximum time for ready to take Load:- 5 Sec. 12. International Standards:- BS 2613 / IS 4722 ALTERNATOR:- 13. International Standards:- BS 2613 / IS 4722 14. Voltage:- 415 V 15. Frequency:- 50 Hz 16. Power Factor:- 0.8 17. Protection:- IP 23 18.0 Insulation Class:- H

DRAWINGS & MANUALS Following Drawings, Data & Manuals shall be submitted in triplicate for approval of Consultant / Client prior to manufacturing. • Plan, Elevation and Sections with dimensions, Outline dimensional drawings of the D.G. set showing general arrangement, space requirements and cable entry points, location of engine, alternator, grounding arrangement, weight, recommended clearances, details of operating mechanism and Technical Literature of Breaker and all other associated equipments. • Foundation plan with proposed fixing arrangement. • Control wiring diagrams. • List of equipments with Quantity, Make, Type and brief technical particulars. • D.G. set layout plan with floor fixing arrangement and elevation. • Three sets of operation, installation and maintenance manuals shall also be furnished, prior to dispatch of the switchgear. • Typical reports on engine and alternator. • Test reports on & complete specifications & OEM address for bought out items. • Instruction manuals of D.G. set & individual equipment. The manual shall clearly indicate that the installation method, check-up and tests to be carried out before commissioning of the equipment as well as monitoring tests, their interval & maintenance/overhauling procedure & schedule. • One set of the drawings will be returned to vendor with client/consultant’s comments/remarks and required clarifications. The vendor shall incorporate the same and send three sets of revised drawings. IMPORTANT • Provide C.T. and KWH meter as per the requirement of electricity board & electrical inspector separately. • Provide termination box with required space & provide the proper length of Copper Busbars with tinning at the end to connect aluminum Cables. • The vendor will depute their engineer at site at the time of installation, testing & commissioning for at least three times.

Supply, Installation, Testing & Commissioning of 1KVA UPS Type:- True online Battery :- SMF type inbuit Battery Back up - 10min. Battery backup 1 phase input and 1 phase output

Supply, Installation, Testing & Commissioning of 3KVA UPS Type:- True online Battery :- SMF type inbuit Battery Back up - 10min. Battery backup 1phase input and1 pahse output

3 Module

4 Module

6 Module

8 Module

12 Module

ELECTRICITY COMPANY LIASIONING / APPROVAL OF ELECTRICAL INSPECTOR The scope of work includes coordination and follow-up with local power supply companies, gas companies, telecom companies, local government departments, environmental authorities, and any other relevant agencies to secure necessary approvals for site handover and successful installation. The work also involves coordinating with local supply companies to ensure the provision of utilities to various Section Pillars. This includes the laying of L.T. cables from Section Pillars to the company's cut-out, obtaining permissions for road crossings (if required) from the relevant authorities, and submitting all necessary applications and test reports to supply companies for utility connections. Additionally, the scope covers liaison with respective authorities for the shifting or rerouting of existing overhead and underground power/data lines. All official fees will be borne by the client upon presentation of documentary proof, while all other out-of-pocket expenses will be the contractor's responsibility.

ELV WORK 1. DATA NETWORKING DISTRIBUTION - PASSIVE COMPONENTS, CABLING DISTRIBUTION & ACTIVE COMPONENTS

PVC Conduits Supplying and fixing of 25 mm size of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing of 40 mm size of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

CAT6 CABLE & COMPONENTS Supply and laying of specified approved make UTP CAT6 cable in prelaid PVC conduits / pipes / raceway / cable trays, but without the cost of raceway / pipe / conduit / cable tray. The cable is to be drawn from individual workstation/device/IO to the nearest distribution rack or networking rack. It shall be within the scope of integrator/contractor to carry out and submit scanner readings for all IOs meeting the requirements of relevant EIA/TIA standards as per CAT6 cabling requirements. The integrator/contractor shall submit a detail IO maps, labelling and documentation related to terminations.

SITC of UTP CAT6 straight/angular patch panel pre-loaded with 24 ports in 1U form factor, with universal A/B labeling and 110 connector terminations on rear of panel allowing for quick and easy installation of 22 to 24 AWG cable, inclusive of termination of UTP CAT6 cables at all ports.

SITC of single UTP CAT6 I/O of specified make including mounting inside faceplate and termination of UTP CAT6 cable at each IO.

SITC of singlex faceplate and corresponding MS backbox assembly for installation of 1 UTP CAT6 IOs

SITC of 1 mtr UTP CAT6 RJ-45/RJ-45 Patch Cords.

SITC of 2 mtr UTP CAT6 RJ-45/RJ-45 Patch Cords.

FIBER OPTIC CABLE & COMPONENTS SITC and Laying of 48 cores, Singlemode, Outdoor, Armoured fiber optic cable to be laid in prelaid conduits/RCC hume pipes/HDPE/DWC/cable trays/trenches/in underground soil, as applicable.

SITC of 96 cores, singlemode LC type, 19'' rack mounted type fully loaded shelf/LIU for optical splicing/termination of fiber optic cable as per the design schematics. It shall be complete with pigtails, adaptor panels, adaptors and splice trays for using LC type termination and masking/blanking/dust cover for unused/unmounted adaptor ports, inclusive of all mechanical accessories. Adequate splice trays shall be provided for proper management of splices for required number of cores at every LIU.

SITC of 48 cores, singlemode LC type, 19'' rack mounted type fully loaded shelf/LIU for optical splicing/termination of fiber optic cable as per the design schematics. It shall be complete with pigtails, adaptor panels, adaptors and splice trays for using LC type termination and masking/blanking/dust cover for unused/unmounted adaptor ports, inclusive of all mechanical accessories. Adequate splice trays shall be provided for proper management of splices for required number of cores at every LIU.

SITC of 1 mtr, singlemode, LC-LC duplex fiber optic patch cords

Splicing / Termination of Fiber Optic Fiber Cable Cores using Fusion splicing with pre-terminated LC pigtails, dressing and proper fixing in splice trays.

Suppy and Installations of OFC markers along the path of Fiber Distribution path for Identification of Fiber cable

NETWORKING ENCLOSURES SITC of 19" wide mounting frame Networking Enclosures of 42U, 800mmW x 1000mmD, floor mounted, 4 x 90cfm fans and complete with all accessories.

SITC of 19" wide mounting frame Networking Enclosures of 15U, 600mmW x 600mmD, wall mounted, 2 x 90cfm fans and complete with all accessories.

ACTIVE: NETWORKING SWITCHES SITC of Core Switch, minimum 24 # SFP+ ports inclusive of and installed with the following features: redundant power supply, redundant fans, full advanced Layer 3 features, switch virtualization and high availability.

SITC of 10G SFP+ tranceiver to connect L3 switch, singlemode, LC termination supporting distance upto minimum 1000 mtrs (at Core level)

SITC of 10G SFP+ tranceiver to connect L2 switch, singlemode, LC termination supporting distance upto minimum 1000 mtrs (at Access level)

SITC of Layer 2 Fully managed networking switch, 24 # 10/100/1000 BT ports, all 24 ports supporting PoE+ as per IEEE 802.3a/t and having a total PoE budget of minimum 350 watts, dedicated stacking with cables, minimum 2 dedicated SFP ports.

ELV WORK 2. VIDEO SURVEILLANCE / CCTV SYSTEM

SITC of Video Surveillance/CCTV System shall be comply with min. following requirement, but not limited to: (1) All Camera and components shall be UL certified and NDAA compliant. (2) The cameras should not have unsecured and System shall be National/International security compliance. (3) Offered solution (hardware / software) shall support cyber security feature. (4) Any component/ hardware / parts / assembly / software including firmware used in the offered solution (hardware / software) do not comply to GB28181 or GB/T 28181 standards. SITC of 2MP Network IR outdoor PTZ Camera in black color with intelligent AI analytics, approx. 1/2.8" type CMOS image sensor with 30x optical zoom or better, high speed dome, 360 degree full rotation, built in IR LED, True WDR, Min. Pixels 1920 × 1080, min. tripple stream, 4.5mm - 135mm varifocal lens, BLC, 3DNR, Privacy Mask, having min. 200 mtr IR LEDs range, H.265, H.264 and MJPEG, PoE 802.3af and 12V DC, IP 66, IK10 rated vandal resisntant IR Range-50m, Having Operating temp range: –30°C to 60° C. ONVIF Profile S & G, NDAA, UL, NEMA and FCC compliant and FIPS 140 certified, Camera shall have built in analytics such as Video Motion Detection, Privacy Guard, Face Detection, People Detection, Non mask Detection, Occupancy Detection, Scene Change Detection, Auto tracking etc. Inclusive of DC powersupply as per OEM's requirements.

SITC of 2MP Network IR Bullet Camera in black color with intelligent AI analytics, approx. 1/2.8" type CMOS image sensor, built in IR LED, 120dB True WDR, Min. Pixels 1920 × 1080, min. tripple stream, 3mm - 9mm varifocal lens, BLC, 3DNR, Privacy Mask, having min. 50 mtr IR LEDs range, H.265, H.264 and MJPEG, PoE 802.3af and 12V DC, IP 66, IK10 rated vandal resisntant IR Range-50m, Having Operating temp range : –30°C to 60° C. ONVIF Profile S & G, NDAA, UL and FCC compliant and FIPS 140 certified, Camera shall have built in analytics such as Video Motion Detection, Privacy Guard, Face Detection, People Detection, Non mask Detection, Occupancy Detection, Scene Change Detection etc.

SITC of 64-Channel Network Video Recorder(s) for the above cameras, system shall have expandable capacity for the future use, supports up to 12MP resolution, 4K decoding, ONVIF Profile S compliant, supports H.265, H.264 and MJPEG, support min. 8 SATA HDDs up to 64 TB, RAID 0, 1, 5, 10 support, min. 512 mbps throughput, 2 x Ethernet RJ-45 ports and 3 x USB ports. System shall be inclusive of Storage HDD, N+1 redundancy, licenced Video Management Software, min. 2 nos. of client licences, free upgrades, Including all necessary hardware/software to make the site functional. Vendor shall submit bandwidth and storage calculation for the proposed camera models; and also provide required hard drives as per H.265 compression at min. 25fps and 1080p for 24Hrs x 30 days.

SITC of Client with Intel Core i7 870 or higher with 8 GB of RAM DDR4, 1 TB SATA II hard drive for OS and VMS applications, 1 GB PCI-Express x16 dual-head video adapter supporting DVi or HDMI outputs, 1600 x 1200 or higher screen resolution, 100/1000 Ethernet Network Interface Card and 16x DVD+/- RW Drive along with appropriate Operating System, inclusive of minimum 32'' LED display compatible with supplied video adaptor.

SITC of narrow bezel Professional Display/Monitors min. 55" diagonal HD LED display, min. 1 x HDMI/DVi, 2 x HDMI, USB, these shall be supplied with all hardware and mechanical work/assembly required for panelling and video wall matrix type mounting configuration as per site requirements.

SITC of A3 sized laser color printer with required accessories and hardware as required.

FIBER COMPONENTS FOR OUTDOOR CCTV SITC and Laying of 6 cores, Singlemode, Outdoor, Armoured fiber optic cable to be laid in prelaid conduits/RCC hume pipes/HDPE/DWC/cable trays/trenches/in underground soil, as applicable.

SITC of 6 cores, singlemode LC type, wall mounted type fully loaded LIU for optical splicing/termination of fiber optic cable as per the design schematics. It shall be complete with pigtails, adaptor panels, adaptors and splice trays for using LC type termination and masking/blanking/dust cover for unused/unmounted adaptor ports, inclusive of all mechanical accessories. Adequate splice trays shall be provided for proper management of splices for required number of cores at every LIU.

SITC of 1 mtr, singlemode, LC-LC duplex fiber optic patch cords

Suppy and Installations of OFC markers along the path of Fiber Distribution path for Identification of Fiber cable

Splicing / Termination of Fiber Optic Fiber Cable Cores using Fusion splicing with pre-terminated LC pigtails, dressing and proper fixing into splice trays.

SITC of industrial grade Layer 2, 6 ports gigabit switch, 4 x RJ45 PoE+ ports, 2 x 1G SFP ports, inclusive of external DC adaptor/power supply as per OEM requirements.

SITC of industrial grade Layer 2, 10 ports gigabit switch, 8 x RJ45 PoE+ ports, 2 x 1G SFP ports, inclusive of external DC adaptor/power supply as per OEM requirements.

SITC of 1000 Base LX singlemode tranceivers for L2 switch, duplex LC termination supporting distance upto 5000 mtrs for CORE SWITCHES.

SITC of 1000 Base LX singlemode tranceivers for L2 switch, duplex LC termination supporting distance upto 5000 mtrs for ACCESS SWITCHES.

Supply and laying of specified approved make outdoor UTP armoured CAT6 cable in prelaid PVC conduits / pipes, but without the cost of pipe / conduit. The cable is to be drawn from individual device/IO to the nearest distribution rack or networking rack. It shall be within the scope of integrator/contractor to carry out and submit scanner readings for all IOs meeting the requirements of relevant EIA/TIA standards as per CAT6 cabling requirements. The integrator/contractor shall submit a detail IO maps, labelling and documentation related to terminations.

SITC of outdoor rated toolless RJ45 Field Termination IO plug for CCTV.

Supply and fixing of precast rcc drain cover of 1.00x0.50x0.15m in size in R.C.C. grade M-25 incased complete including cost of all material, reinforcement T&P etc. required for proper completion of work.

ANURAG ENTERPRISES (BID ID -368100)