Improvement, Beautification, Landscaping and Development of devka Garden, Nani Daman.

Amount

Civil work

Sec.1.0 Earth work Providing material and labour, machinery for Excavation of foundation, trench, manhole, land scaping etc upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth etc complete as directed by Engineer in charge. - Any type of soil

Providing material and labour, machinery for Excavation of foundation, trench, manhole, land scaping etc from 1.5 m to 3.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth etc complete as directed by Engineer in charge. - Any type of soil

Providing material and labour, machinery for Excavation of foundation, trench, manhole, land scaping etc from 3.0 mt to 5.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth etc complete as directed by Engineer in charge. - Any type of soil

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations, land scaping features, development work etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. Item shall be also consider for crating mounts in gardening work.

Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting by mechanical or manual means & disposal, unloading and stacking outside the campus at nonobjectional place with all lead and lifts etc. complete as directed by engineer in charge.

Providing material and labour for Filling in plinth under floors or base of foundation / open areas as per architectural requirement with sand including watering ramming, consolidating and dressing etc complete as directed by Engineer in charge.

Providing material and labour for injecting Chemical emulsion for PRE - CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier on the top surface of plinth filling, inside junction of wall and floor, on top of damp proof course (DPC) or on masonry at level of plinth filling as per IS 6313 (Part-2)-1981 using chemical like chloropyripos emulsifiable, Biflex TC, lindane (IS 8944-1978) 20EC mixed with water in 1:19 ratio (1 liter chemical : 19 liters of water). The emulsion shall mentioned below, all as per specification and directions of Engineer-in-charge. Plinth area in plan at GF shall only be measured (for all below specified steps) and paid. A guarantee bond of 10 years shall be furnished. A1) Bottom surface and the sides of the excavation made for masonry foundations at the rate of 4 liters/sqm (wherever applicable) A2) At the rate of 7.5 liter/ sqm to the backfill at the depth of 500mm below the original ground level. The soil in the immediate contact with the vertical surface of RCC column/ Masonry shall be treated. B) Top surface of the plinth filling including damp proof courses at the rate of 5 liter/sqm of internal plinth area etc. complete. C) At the rate of 7.5 liter/ sqm to the internal vertical surface from original Ground level to top of the earth filled in the plinth. D) At the rate of 7.5 liter/ sqm to the external vertical surface below finished Ground level to the full depth of the filling complete. E) 1 liter / linear meter along the junction of wall and floor at all stages.

Felling trees of the girth of any size (measured at a height of 1 m above ground level) including cutting of the trunks and branches removing the roots and stacking of serviceable material shall be at non objectionable place within the site and disposal of unserviceable material anywhere outside the plot area at non objectionable place for all leads and lifts as directed by engineer in charge.

Sec: 2.0 PCC & RCC works Providing material and labour for laying Autoclave Aerated Concrete Block chips/ bats cement concrete in 1:4:8 (1 Cement : 4 Coarse Sand : 8 graded Autoclave Aerated Concrete Block chips/ bats) for sunk filling grade including compacting, finishing, curing etc. complete as directed by engineer in charge.

Providing material and labour for laying Plain cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm nominal size) in Foundation, Plinth and development work including cost of formwork, compacting, finishing, curing etc complete for all level, all height/ depth as directed by engineer in charge.

Providing material and labour for laying Plain cement concrete M15 in Foundation, Plinth and development work including cost of formwork, compacting, finishing, curing etc complete for all level, all height/ depth as directed by engineer in charge.

Providing material and labour for fixing CRS (Corrosion Resistance Steel) - FE 500D reinforcement for R.C.C. work including cutting, bending, binding with 18 SWG -1.22 mm GI wire and placing in position etc complete for all floors, all levels, all heights/ depth as per drawings, specifications and direction of Engineer in Charge.

Providing material and labour for laying fair finish controlled cement concrete M-20 produced in batch mix machine using graded, black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 for reinforced concrete work for all elements, all floors, any heights/ depths, any lead and lift including cost of formwork, compacting, finishing, curing but excluding the cost of reinforcement etc complete as directed by engineer in charge.

Providing material and labour for laying fair finish controlled cement concrete M-25 produced in batch mix machine, using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 for reinforced concrete work for all elements, all floors, any heights/ depths, any lead and lift including cost of formwork, compacting, finishing, curing but excluding the cost of reinforcement etc complete as directed by engineer in charge.

Providing material and labour for laying fair finish controlled cement concrete M-30 produced in batch mix machine, using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 for reinforced concrete work for all elements, all floors, any heights/ depths, any lead and lift including cost of formwork, compacting, finishing, curing but excluding the cost of reinforcement etc complete as directed by engineer in charge.

Providing material and labour for laying fair finish controlled cement concrete M-35 produced in batch mix machine, using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 for reinforced concrete work for all elements, all floors, any heights/ depths, any lead and lift including cost of formwork, compacting, finishing, curing but excluding the cost of reinforcement etc complete as directed by engineer in charge.

Extra for Colour Concrete : Extra over concrete for providing and adding colour pigment as admixture of approved make and shade (by Architect & Engineer in charge) as per manufacturer's specification in specified grade of plain/ reinforced cement concrete for any type of element as per drawing and as directed by engineer in charge. Rate shall be for actual volume of concrete cast with colour pigment. Contractor shall prepare mock -up of one or two elements as suggested by Architect with approved shade of pigment and get approved before mass work.

Providing material and labour for fixing in position PVC pipe sleeves of 50mm Diameter - 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam in mtrs length. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while concreting, and burrs removed before laying etc complete for all floors, all height as directed by engineer in charge. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. Pipe sleeve shall be removed before water proofing or grouting (at rain water down take location).

Providing material and labour for fixing in position PVC pipe sleeves of 75mm Diameter - 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam in mtrs length. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while concreting, and burrs removed before laying etc complete for all floors, all height as directed by engineer in charge. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. Pipe sleve shall be remoed before water proofing or grouting (at rain water down take location).

Providing material and labour for fixing in position PVC pipe sleeves of 110mm Diameter - 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam in mtrs length. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while concreting, and burrs removed before laying etc complete for all floors, all height as directed by engineer in charge. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. Pipe sleve shall be remoed before water proofing or grouting (at rain water down take location).

Providing material and labour for fixing in position PVC pipe sleeves of 160mm Diameter - 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam in mtrs length. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while concreting, and burrs removed before laying etc complete for all floors, all height as directed by engineer in charge. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. Pipe sleve shall be remoed before water proofing or grouting (at rain water down take location).

Providing material and labour for wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) holes from 51 to 77mm dia machine including scafolding, safety majors, disposing the debris, cleaning for all floors, all height etc compete as directed by engineer in charge. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency.

Providing material and labour for wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) holes from 77 to 102mm dia machine including scafolding, safety majors, disposing the debris, cleaning for all floors, all height etc compete as directed by engineer in charge. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency.

Providing material and labour for wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) holes from 102 to 125mm dia machine including scafolding, safety majors, disposing the debris, cleaning for all floors, all height etc compete as directed by engineer in charge. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency.

Providing material and labour for wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) holes from 125 to 152mm dia machine including scafolding, safety majors, disposing the debris, cleaning for all floors, all height etc compete as directed by engineer in charge. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency.

Providing material and labour for wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) holes from 152 to 202mm dia machine including scafolding, safety majors, disposing the debris, cleaning for all floors, all height etc compete as directed by engineer in charge. Measurement shall be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 8mm and depth 120mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 10mm and depth 150mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 12mm and depth 180mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 16mm and depth 240mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Chemical Anchor: Providing material and labour for fixing chemical anchor medium to heavy duty injection adhesive for Anchor fixing in Dry conditions and HILTI HIT-HY 200 + HIT-V rods of size 10mm x 120mm of HILTI or equivalent as per drawing or as instructed by EIC. The system should be made of two foils consisting of resin and Hardener foil pack. The system can be used for threaded rods HIT-V rods or equivalent rods. The installation and the setting instructions should be strictly followed as per the manufacturers recommendations. Rate shall be inclusive of injection adhesive and fastner rod of same make.

Chemical Anchor: Providing material and labour for fixing chemical anchor medium to heavy duty injection adhesive for Anchor fixing in Dry conditions and HILTI HIT-HY 200 + HIT-V rods of size 12mm x 150mm of HILTI or equivalent as per drawing or as instructed by EIC. The system should be made of two foils consisting of resin and Hardener foil pack. The system can be used for threaded rods HIT-V rods or equivalent rods. The installation and the setting instructions should be strictly followed as per the manufacturers recommendations. Rate shall be inclusive of injection adhesive and fastner rod of same make.

Chemical Anchor: Providing material and labour for fixing chemical anchor medium to heavy duty injection adhesive for Anchor fixing in Dry conditions and HILTI HIT-HY 200 + HIT-V rods of size 16mm x 200mm of HILTI or equivalent as per drawing or as instructed by EIC. The system should be made of two foils consisting of resin and Hardener foil pack. The system can be used for threaded rods HIT-V rods or equivalent rods. The installation and the setting instructions should be strictly followed as per the manufacturers recommendations. Rate shall be inclusive of injection adhesive and fastner rod of same make.

Sec.3.0 Centering & Form works Providing material and labour for formwork for exposed concrete surfaces (Only extra addition cost on normal shutering) (vertical or horizontal surface) in smooth exposed finish, desired pattern and size as per drawing and specifications, including rendering with white cement and grey cement, using laminated shuttering plywood, for vertical and steel or laminated plywood shuttering for horizontal surfaces for all types RCC elements like slabs, walls, columns, beams, folded staircase (all sides), sill, coping, lintels, jambs, beam hunching, vertical fins, pardi etc. including neat cleaning the exposed concrete surface, as directed by the engineer-in-charge. In case of round window opening in exposed RCC wall, for payment of expose shuttering opening cutout shall not be deducted (both side). Rate shall be applicable for all floors, all levels, all places and all shapes. The contractor shall prepare shop drawing for shuttering pattern including tie-rod hole position based on architectural conceptual drawings and get approved by Architect and Engineer in charge. (Same kind of shuttering material should be only used for standard and residual sizes.) Tie-rod hole shall be filled with polymer mortar/ polymer concrete as per manufacturer's specification and as directe by Architect and Engineer in charge.

Extra for Providing and installing FRP moulds for centering and shuttering for specified architectural elements to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for any shape ,all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. a) FRP Shuttering for column/ pillar/Coping/Wall/ Architectural features etc

Sec.4.0 Masonry works Providing material and labour for laying Brick work using common burnt clay building Conventional bricks having crushing strength not less than 35 kg/SqCm in foundation, plinth and other development work in Cement Mortar 1:5 (1- Cement : 5 -fine sand) in any shape and thickness including finishing, racking of joints, curing, scaffolding for all height all level etc. complete as directed by engineer-in-charge.

Providing material and labour for laying Brick work using common burnt clay building Conventional bricks having crushing strength not less than 35 kg/SqCm in Cement Mortar 1:5 (1- Cement : 5 -fine sand) in superstructure above plinth level for all Floor in any shape and thickness including finishing, racking of joints, curing, scaffolding for all height all level etc. complete as directed by engineer-in-charge.

Providing material and labour for layin Coursed rubble masonry with stone of approved quality in foundation, plinth and other development work in Cement Mortar 1:5 (1-Cement : 5-coarse sand) etc. complete. in any shape and thickness including finishing, racking of joints, curing, scaffolding for all height all level etc. complete as directed by engineer-in-charge.

Providing material and labour for laying Masonary work using Aerated light weight concrete block having crushing strength not less than 35 kg/sqcm for super structure For all Floor in cement mortar 1:5 (1 cement : 5 fine sand) in any shape and thickness including finishing, racking of joints, curing, scaffolding for all height all level etc. complete as directed by engineer-in-charge. AAC Block shall be of approved make and as per approved sample. Sample shall be approved by Architect and Engineer in charge.

SEC:5 Doors and Windows work ALUMINIUM WORKS - Providing material and labour for fixing in position frames, shutter for any type of aluminium work for any type of door, window, partition, made out of any type of aluminium sections of approved make having minimum 50 micron pure polyester powder coating of approved shade, texture & colour of approved make for all floors, all levels, all heights, all shapes, all sizes including cutting, bending, crimping, fabricating in best workmanship manner etc as per the drawing, specification and as directed by Architect or Engineer-in-Charge. Contractor shall prepare shop drawing based on concept drawing and get approved from the consultants before procurement of material. All loose material shall be approved. Mockup of one/two window shall be executed as per approved shop drawing with all hardware. Work shall carried out as per the approved shop drawings, approved mock-up and approved sample. Actual weight of installed Aluminium sections (for using fabrication without considering any wastage) shall only be measured and shall be considered for the payment. Contractor shall provide guarantee for stability, water tightness etc for 12 months after defects liability period. Rate shall be inclusive of providing aluminium sections, cutting, fabrication, errection and fixing to the best workmanship manner, including 1) Sheet metal screws and casted solid aluminum corner cleats fixed with external byttins with a spring for rapid and secure joint assembly for casement and sliding shutter and frame; 2) Glazing clips for receiving infill panel; 3) Best quality wool pile where ever shutter touches the frame and compatible microwave cured EPDM rubber; 4) Dash Anchor fasteners of HILTI HRDUGT or equivalent for fixing the frame assembly to the RCC or masonry surfaces. Minimum 1 anchor fastener shall be used for every 600 mm length of section for stability of frame. 5) 10mm GI tie rod for connecting vertical stile at top and bottom for aluminum door shutter and 4mm thick solid aluminium corner cleat of full thickness of section for connecting style and horizontal rails; 6) providing and fixing packing (rough ground) in full periphery/ at every 600mm c/c with average 6 mm thick PVC spacer/ compact sheet of width (equal to section width less 30mm for backer rod and sealant); 7) Filling the gap between wall and frame on both sides (outside and inside) with polyethylene baker rod of avg. 10 mm thickness of approved make and color and then sealing the remaining gap with neutral grade G/M (Glazed & Metal) weather silicon sealant of approved make and color. 8) Termite treated seasoned teak wood as infill material to installe hardware in door shutter and frame as and when required. and excluding the cost of necessary hardware and Glazing or Infill material.

Providing material and labour for fixing 6mm thick Clear Toughen Glass as per approved sample of any size, any shape and specified thickness in frame and shutter work with necessary cutting of glass as per drawing & specifications including providing and fixing EPDM quality rubber/ silicon sealant/ structural sealant and 3M tape on the periphery of the glass as per the required thickness etc. complete at all floors/ all levels/ all heights as per the directions of Engineer in charge. Actual installed quantity shall be measured and paid.

Providing material and labour for fixing 6mm thick Wired Glass of any size, any shape in frame and shutter work with necessary cutting of glass as per drawing & specifications including providing and fixing with EPDM quality rubber/ silicon sealant/ structural sealant on the periphery of the glass as per the required thickness etc. complete at all floors/ all levels/ all heights as per the directions of Architect. Actual installed quantity shall be measured and paid. Rate shall be inclusive of all type of wastage.

Providing material and labour for fixing 6mm thick Compact Sheet of any size, any shape, any color (single side, double side coloured), any texture of approved make and as per approved sample (approved by architect). Compact sheet shall be fixed in aluminium frame and shutter work with necessary cutting of sheet, provision of groove, filling of groove (both side) as per drawing & specifications including providing and fixing EPDM quality rubber/ silicon sealant/ adhesive tape/ screwing on the periphery of the sheet as per the required thickness etc. complete at all floors/ all levels/ all heights as per the drawing & directed by Engineer in charge. Cut edges of the compact sheet shall be provided with masking tape. Actual installed quantity shall be measured and paid.

Providing material and labour for fixing factory made and pressed laminated 35mm thick flush door shutter of specificied thickness made of ISI marked non decorative type flush door shutters confirming to IS- 2202 (Part 1), core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers (IS 710 Grade) on both faces of shutters having 1 mm thick decorative type laminates of approved make, shade, finish on both faces of shutter fixed with phenol formaldehyde synthetic resin type adhesive conforming to IS 848 including providing and fixing external lipping with 2nd class teak wood battens, exposed (37mm x 12mm)/ concealed (35mm x 12mm) on all edges of door shutter as required with 2 coats of synthetic enamel painting including 1 coat of wood primer & lapi/ lacquer polishing with primer to all exposed side of lipping, all as per approved drawing, for all floor, all level all height etc. complete as directed by Engineer-in-charge. Measurement including lipping shall be considered for payment. Necessary hardware like hinges, pivot, handle, tower bolts, locks etc shall be separately measured and paid in the relevant tender items. Cost of laminates shall be paid in relevant tender item.

Providing material and labour for fixing 1 mm thick Laminate sheet of any size, any shape, any color, any texture of approved make and as per approved sample (approved by architect) on Non decorative flush door, panelling work, fixed partition, any ply surface etc with necessary nails, screws, adhesives as per drawings and as per approved sample. The rate shall be for all heights, all floors, all places etc complete as directed by engineer in charge. Actual laid area shall be measured and paid without considering any westage. Laminates and ply shall be factory pressed.

Providing and fixing 4 mm thick plain multi purpose Cement fiber board as per IS: 14862 (High pressure steam cured) of approved make fixing on existing MS frame between roofing sheet and purline with suitable screws etc. complete for all height, all level as directed by engineer in charge. (frame work to be paid separately).

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm for top and bottom rails and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading on eighter side, and joined together with solvent cement adhesive,. An additional 5mm thick PVC strip of 20mm width is to be stculk on the interior side of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer in charge, manufacture’s specification and drawing. PVC shutter shall be fixed with existing door framing. PVC door shutter shall be of approved make and shade and as per approved sample.

Providing material and labour for fixing 6mm thick frame less mirror of approve make in any shape and sizes as per drawing. Mirror shall be fixed on 6mm thick cement bonded particle board (Bison panel) backing. Cement bonded particle board shall be fixed to wall with approved SS 304 fastener. All edges of glass shall be grinded (as required), cute corner and polished. Glass shall be fixed with silicon sealant/ 3M tape etc complete at all floors/ all levels/ all heights as directed by engineer in charge. Installed area of mirror shall be considered for payment without wastage.

Providing material and labour for Extra charges for machined Perforation of required dia and pattern in flush door shutter/ compact sheet of any thickness for air circulation for all floor, all height all level as per drawing and as directed by Engineer in charge. Edges of perforation shall be finished and sharpen.

Notes for Hardware : Supplying and fixing heavy quality fixtures and fittings for doors, windows, ventilators, partition wall, cabinets with necessary screws, nails, machine pins etc at all floor/ all levels/ all heights complete. Sample shall be approved by Architect before execution. As per description, SS hardware shall be of 304 grade or 316 grade as per item description and as per approved sample. The fixture & fastenings shall be provided as under : Providing material and labour for fixing SS 316 grade butt hinge of average 100 x 75 x 3 mm - with ball bearing of approved make as per approved sample with necessary screws etc. complete for all floor all height all level as directed by Engineer in Charge.

Providing material and labour for fixing SS 316 grade butt hinge of average 100 x 64 x 2.5 mm - without ball bearing of approved make as per approved sample with necessary screws etc. complete for all floor all height all level as directed by Engineer in Charge.

Providing material and labour for fixing hydraulic rack and pinion door closer with standard arm (Silver finish) with screws to pivoted/ hinged door of approved make for specified door width with minimum one year guarantee. All adjustment screws face fixed. Rate shall be inclusive of fixing with using the template as per manufacturer’s specification & maintain in good working condition until defect liability period. The door closer shall conform to EN 1154 standard. a) with standard/ hold open arm with two independent closing valves and latching speed adjustable by arm without mounting back plate, Closing force complying with EN 1154 2 - 4 for up to 1100 mm door shutter width

Providing material and labour for fixing set of dead lock of approved make with 50mm backseat, 20mm square for end with 72 mm centers including strike plate in satin stainless steel finish as per DIN 18251-1, grade 2 and prepared for euro profile cylinder (EPC) including strike plate and EPC length 60/70 mm standard Euro profile Pin Cylinder/ Half pin cylinder with both side key/ one side key one side knob operation with one pair of SS 316 grade Escutcheons (key hole plate) for wooden/ aluminium/ metal doors with necessary SS Phillips head screws etc complete for all floor, all level, all height as per approved sample and as directed by engineer in charge. The lock shall be with 3 keys.

Providing material and labour for fixing Mortise shaft dead bolt of approved make with key (Alen Key lock), sleeve with 57mm backset and 25mm square forend in stainless steel satin finish etc complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing SS 316 grade push-pull pair of handle of size 200 mm long x 19mm dia made out of satin (brush) finish hollow pipe of 1.5mm thick having offset type (C or D shape)/ H-shape/ D-shape of approved make with necessary screws etc. complete for wooden doors/ aluminium doors/ metal doors for all heights, all floors and all level as per approved sample and as directed by Engineer-in-charge. Rate shall be The length of handle should be perfect center to center as below specified.

Providing material and labour for fixing SS 316 grade push-pull pair of handle of size 300 mm long x 22 mm dia made out of satin (brush) finish hollow pipe of 1.5mm thick having offset type (C or D shape)/ H-shape/ D-shape of approved make with necessary screws etc. complete for wooden doors/ aluminium doors/ metal doors for all heights, all floors and all level as per approved sample and as directed by Engineer-in-charge. Rate shall be The length of handle should be perfect center to center as below specified.

Providing material and labour for fixing SS 316 grade handles 150mm long D shape hollow tube handle of approved make with both end bracket with necessary screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing 25mm diameter (1.5mm thick) SS 316 satin (brush) finish Disabled Grab Rails/ handle of 600mm long of approved make with necessary SS 304 grade screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing of SS 304 grade brush finish 450mm height Tower bolt (barrel type with minimum rod size shall be 10mm) of approved make in wooden doors/ aluminium doors/ metal doors with necessary screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing of SS 304 grade brush finish 250mm height Tower bolt (barrel type with minimum rod size shall be 10mm) of approved make in wooden doors/ aluminium doors/ metal doors with necessary screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing and Fixing SS 304 Grade Satin Finish 1.8 mm Thickness Aldrops of 16 mm dia x 250 mm including 3 nos. fixing Bracket and 1 no. locking bracket of approved make with necessary MS nickle Plating Bolts etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing and Fixing SS 304 Grade Satin Finish 1.8 mm Thickness Tadi of 12mm dia x 200mm including 3 nos.fixing Bracket of approved make with necessary screws, pins, bolts etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for Fixing Zinc material satin finish 85 to 100mm long Baby Latch with necessary SS Screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing SS 304 brush finish solid Door Stopper with magnet, fixed type, wall mounted (square/ round) of approved make with necessary screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing SS 304 grade brush finish solid Door bufer with pvc base, wall mounted (square/ round) of approved make with necessary screws etc. complete as approved by Engineer-in-charge in Charge.

Providing material and labour for fixing powder coated inbuilt flush handle (without lock) of approved make of required capacity including all required accessories like nib, counter plate etc as per approved manufacturer recomendatation for aluminium sliding window with necessary screws etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing material and labour for fixing adjustable/ fixed Teflon roller bearing set with reinforced nylon casing of approved make (twin or single wheel according to weight and size) for sliding window/door as per drawing etc. complete for all floor, all height, all level as per approved sample and as directed by engineer in charge.

Providing and fixing SS 304 grade brush finish 1.5mm thick Internal signage of any shape any size with letter, numbers, graphic, symbol etc made by etching with duco paint/ laser print or vinyle sticker with lamination of approved shade. All signage plates shall be made in CNC water jet cutting, with all smoothen edges and cute round corner. Signage matter shall be as per drawing. The plate shall be fixed on brick masonry or RCC wall/ door with the necessary fixing like stud, fastner, self adhesive or adhesive etc complete for all floor all height as directed by Engineer in charge. The rate shall be inclusive of all material, laour, scaffolding etc. at all heights.

Sec.7.0 Plastering & Pointing works Providing material and labour for laying 10mm thick mala cement plaster (finished with steel trowel) in single coat on ceiling & stairs and soffits plastering and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) for all floor, all level, all height (including all basement) with necessary scaffolding, curing, finishing, making grooves, forming pattas, hacking properly to RCC surface etc. complete as directed by the Engineer-in-charge.

Providing material and labour for laying 15mm thick mala cement plaster (finished with steel trowel) in single coat on sides of brick work/ blocks wall/ RCC work for interior plastering and finished even and smooth in Cement mortar 1:3 (1-cement:3-sand) for for all floor, all level, all height with necessary scaffolding, curing, finishing, making grooves, forming pattas, hacking properly to RCC surface etc. complete as directed by the Engineer-in-charge.

Providing material and labour for laying 20 mm thick internal/ external double coat mala cement plaster on interior/ exterior brick work/ block work/ concrete work for plastering comprising of base coat of 12 mm thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished for all floor, all level, all height with necessary scaffolding, curing, finishing, making grooves, forming pattas, hacking properly to RCC surface etc. complete as directed by the Engineer-in-charge.

Providing material and labour for laying 20mm thick sand faced cement plaster (uniform and in even texture) on walls for all height all floor above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) with necessary scaffolding, curing, finishing, making grooves, forming pattas, hacking properly to RCC surface etc. complete as directed by the Engineer-in-charge. Sample shall be approved by Architect and Engineer in charge.

Providing material and labour for fixing G.I. hexagonal chickenmesh of size 20mm x 20mm of 22 gauge at junction of concrete and brick work or between different materials after making "V" grove between two different material surface and filled with rich cement mortar and @ 100mm on each side of surfaces including necessary "U" nails/ screws/ washers with cleats for fixing, overlaps, curing, scaffolding etc complete for all floors/ all levels/ all heights/ all shapes as per direction of Engineer-in-charge.

Sec.8.0 Waterproofing works Providing material and labour for laying average 18mm thick double coat (water proof) smooth/ wired finish cement plaster on sides of masonry work/ block wall/ RCC wall, 12 mm thk first coat in CM 1:3 (1 cement : 3 coarse sand) by spraying , second coat of 6 mm of CM 1:3 (1 cement : 3 fine sand) and mixing Integral waterproofing liquid admixture for mortar in recommended proportions in both coats, finishing the surface wired finish/ smooth finish with a floating coat of neat cement slurry at 2.75 Kg/ sqm to receive the tiles for all floors, all shapes and all height including hacking to RCC surface, scaffolding, curing etc. complete for all floor, all height as directed by engineer-in-charge. Cement slurry admixed with Integral waterproofing liquid admixture for mortar in recommended proportions is to be applied before each coat and final finishing coat.

Providing material and labour for laying average 50 mm thick IPS, water proof cement concrete flooring in 1:2:4 (1 Cement : 2 Sand : 4 Graded Aggregate 10mm Nominal size) to RCC under ground tanks at all heights in line, level and gradient including mixing water proofing compound in recommended proportions suggested by manufacturer as approved by Engineer-in-charge and leaving the surface rough wired finish to receive any type of flooring / smooth finish etc complete for all floor all height as directed by engineer in charge.

Providing material and labour for applying hydrophilic crystalline based waterproofing for concrete walls, raft (basement and under ground water tank) with system In two coat application. The application to be done from + ve (positive) side on a wet open pore green concrete surface at coverage of 0.8 to 1 Kg/Smt as per manufacturer specification. It should be hydrophilic in nature, should be able to grow crystals year after year to seal microcracks.The product should confirm to DIN 1048 part 5 and should provide in depth crystallization. The product technology should be CPWD and EIL approved. Application should be done on wet surface after 3-6 hours of casting of concrete. The material and application warranty to be given by manufacturer’s authorized distributor/ applicator on prescribed format. Rate shall be inclusive of construction joint treatment, crack repair, patch repair, grouting, including cost of scafolding for all height all level as directed by engineer in charge.

Providing material and labour for applying of Swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) 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. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge for all floor, all height all level. The product performance shall carry guaranteed for 10 years against any leakage.

Providing and applying 400 microns thick coal tar extended epoxy resin coating of approved make to sound concrete surface after carry out surface preparation to remove loose concrete, curing compound or any other foreign material, mixing base and hardener component of Coal tar extended epoxy resin coating, apply first coat at 200 microns DFT using suitable brush or roller, allow the first coat to dry for 6 hrs at 35°C followed by application of application of second coat at 200 microns DFT in perpendicular direction to first coat etc. complete as per manufacturer’s specification for all level all depth as directed by engineer incharge. Coal tar extended epoxy resin coating shall be having 100% solid contents by weight amd as per relevant ASTM and BS.

Sec.9.0 Flooring works Providing material and labour for laying 6mm to 8mm thick Ceramic tiles in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) and fixed with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including finishing of joints, curing etc complete for all floors any heights, any lead and lift as directed by Engineer In charge. Sample and mockup shall be approvd before procurement of material.

Providing material and labour for laying 6mm to 8mm thick Ceramic tiles in skrting, risers of steps and dedo laid on plastered wall with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including finishing of joints, curing etc complete for all floors any heights, any lead and lift as directed by Engineer In charge. Sample and mockup shall be approved before procurement of material.

Providing material and labour for laying average 25mm thick machine cut semi mirror polished Green Kota stone slab of size upto 600mm in flooring, Skirting over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including curing, rubbing and polishing at all floors any heights, any lead and lift in any shape and pattern etc complete as directed by Engineer In charge. Sample shall be approved before execution. Kota stone shall be in uniform shade of reuired size. Sample and mockup shall be approved before procurement of material.

Providing material and labour for laying average 25 mm thick machine cut polished Green kota stone slab of size upto 1.5mt length with uniform thickness for tread, window jambs & sills, coping over 20 mm (average) thick base of cement mortar 1:6 (1 cement : 6 coarse sand) laid over and jointed with gray cement slurry including pencil sharped exposed edges, polishing, rubbing, curing, finishing, buffing after final polishing, maintaining upto handling ovre the project etc complete as directed by engineer in charge. All Expose edges of stone shall be pencil sharped and in even thickness and polished at all floors any heights, any lead and lift etc complete. as directed by Engineer Incharge. Sample and mockup shall be approvd before procurement of material.

Providing material and labour for laying cement concrete pavement (of any thickness) with 1:2:4 (1-cement : 2-coarse sand : 4-stone aggregate 20mm nominal size) including curing, finishing with floating coat of neat cement complete at all floors any heights, any lead and lift etc complete. as directed by Engineer Incharge.

Providing material and labour for laying 8 to 10mm thick full body vitrified tile of approved Size, shade, any finish (glossy, matt, satin or anti skid finsh) of approved make in flooring and Skirting laid over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) and fixed with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including provision of groove, grouting of joints, finishing of joints, curing etc complete for all floors any heights, any lead and lift as directed by Engineer In charge. Grouting shall be paid in relevant tender item. Sample and mockup shall be approved before procurement of material. Actual laid area of tile shall be measured and paid.

Providing material and labour for laying 8 to 10mm thick, double charged Vitrified tiles of Approved size and (of any shade glossy, matt or satin finsh) approved make, shade and finish as approved by Architect/ EIC for all floors/ any height/ any levels etc in wall tile, dado, risers of steps, jambs as per drawings. Wall tile is to be fixed over 10 to 12 mm thick smooth finish plaster in cement mortar 1:3 (1 cement : 3 coarse sand) and fixed with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including provision of groove, grouting of joints, finishing of joints, curing etc complete for all floors any heights, any lead and lift as directed by Engineer In charge. Grouting and backing coat plaster shall be paid in relevant tender item. Sample and mockup shall be approved before procurement of material.

Extra for providing material and labour for Grouting the joints of any type of flooring tiles of Size upto 600mm having joints of 3mm width and in full depth, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade and approved make (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge.

Providing material and labour for fixing both side pre polished, machine cut average 20 to 25 mm thick mirror polished kota stone slab as per sample approved by Architect in charge with edges rounded and mirror polished, of required size fixed as urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement mortar 1:2 (1 cement : 2 coarse sand) as per drawing and as per direction of Engineer-in-charge. All expose edges shall be champhered and mirror polished. Rate shall be inclusive of chasing, cutting, edge champhering, edge polishing, curing, finishing, maintaining upto handling over the project etc complete for all floors all level etc complete as directed by Engineer Incharge.

Providing material and labour for fixing mirror polished average 30mm thick best quality kota stone slab as per sample approved by Engineer in charge with edges rounded and mirror polished, of required size fixed as vanity counter by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement mortar 1:2 (1 cement : 2 coarse sand) as per drawing and as per direction of Engineer-in-charge. Average 100mm high facia shall be fixed at the edge of platform with epoxy or stone fixing adhesive as per drawing. All expose edges shall be champhered and mirror polished. Rate shall be inclusive of chasing, cutting, pencil sharped edges, edge polishing, making holes, curing, finishing, maintaining upto handling ovre the project etc complete for all floors all level etc complete as directed by Engineer Incharge. Installed area of platform and facia shall be measured for payment.

Providing material and labour for laying sandwich platform comprising of a) Sandwich of 25mm thick mirror polished kota stone slab of approved size, shade and sample on top and 30 mm thick polished kota in bottom with 25mm thick cement mortar (1:4) in between b) At centre vertical sandwich supports of 30 mm thick two kota stone on sides and 20mm CM (1:4) in between and at both end walls vertical supports of 18 mm thick double side kota. c) 75 mm raised platform at bottom with kota on top and 50mm CM (1:4) at bottom, kota stone skirting as per design and approved sample. The rate includes rounding, champhering and mirror polishing of edges, facias of kota, SS support including necessary bonding adhesive (if required). Rate shall be also inclusive of curing, making holes & cutouts for sink, wash basin, Piller tap/ Bib tap but excluding the cost of SS work, plumbing fixtures and sink. at all floors all height etc complete as directed by Engineer Incharge. (Only plan area shall be measured & paid for). Rate shall be included all kotastone mentioned in above.

Sec.10.0 Structural steel works Providing material and labour for, fabricating, assembling, hoisting/ erecting and fixing in position at all heights/ all levels/ all floors/ all shapes & sizes with all leads & lifts using MS Rolled Steel Sections, Hollow sections, Tubular Sections, MS Plates, Chequered Plates, MS Pipes, Perforated Sheet, Flats, Bars , Angles, MS Sheet, Girder, Beam, cattle trap, deep threaded MS bolts, threaded J bolts, insert plate, support plate etc as per drawing. all confirming to latest relevant IS codes for the work of steel structures like staircases, railings, sliding gate, handrail, jali, gates, grills, bracings, platforms, brackets, monkey ladder, cattle trap, rungs, false ceiling frame work, Roof canopy, fencing posts, M.S. Screen & fencing jali frame work etc. including straightening, cutting, bending, bolting and welding the members all as per approved shop drawings and as per detailed specifications (for materials & workmanship) including necessary scaffolding/ staging etc. complete and comprising of Profile Cutting, Smooth grinding/ machining of edges/ faces/ all welding joints; Necessary welding; Machine drilling of holes for joining/ anchoring; dry sanding, degreasing (wet cleaning) & preparation of rustfree surface manually or mechanically, metal putty to make the surface even and smooth, 1 coat of Rustocap and 2 coat of Hi-Gloss / Matt Finish Metal PU Paint of approved make and shade over all the surfaces of the steel sections. The Contractor shall prepare shop drawing as per GFC drawing and as per actual site condition and get approved before execution by engineer in charge. (Standard measurements will be paid for as actual cut length used at site)

Providing and fixing rolling shutters of approved make made of 50 to 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. complete. (A) Shutters having width below 3.5 Mt. including 1 coat of Rustocap and 2 coat of Hi-Gloss / Matt Finish Metal PU Paint of approved make and shade over all the surfaces etc. as directed.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. complete. (B) Shutters having width 3.5 M. and above including 1 coat of Rustocap and 2 coat of Hi-Gloss / Matt Finish Metal PU Paint of approved make and shade over all the surfaces etc. as directed.

Providing and fixing stainless steel (Grade 316) Railing and baluster system of approved make stair railing, hand rail, bump rail, guard rail, with knock down system made of Hollow or solid secion i.e. tubes, square, flat, plates, bar etc with base plate Cover cap, finishing accessories, infilled holding brackets, fixing accessories etc. for any type of design, shape (plain/ curvature), size as per drawing. Railing shall be top mounted or side/ wall mounted. Railing shall be fixed with SS 316 grade anchor fastner of required size and as per fixing position of approved make. No Welding OR Fabrication shall be allowed at site. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Sample shall be approved before execution. Contractor shall arrange mock up of railing system (2 or 3 no) in required length as directed by Architact and Engineer in charge. Contractor shall protact railing system uptill handeling over the project.

Extra for providing material and labour for Hot dip galvanizing work confirming to IS 4759/ 2629/ 2633 with zinc of 610 GSM thickness on Cable tray, Railing, Handrail, facade framing, supports for mechanical equipments, garbage box, Street furniture and similar works etc made from solid flat, bar, RHS, SHS, tubular hollow sections etc. 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, labor, 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.

Providing and fixing Decorative Cast Iron Railing/Fencing/Grill on compound wall and other location as per approved design which includes necessary pattern making, casting, finishing, fabrication, fixing, grinding, shot blasting , necessary tools, tackles, labor and required civil work, welding, riveting and finishing & painting as per detailed specification and satisfaction of Architect and Engineer in Charge. The Cast Iron should be painted with two coats of Zinc Chromate Yellow Oxide and two coats of Enamel Paint of desired shade and make as approved by the Architect and Engineer In Charge etc complete.

Sec.11.0 Painting works Providing material and labour for applying (Synthetic) Plastic emulsion paint (minimum 2 coats) having VOC (Volatile Organic Compound) content less than 50 gm/ltr on newly/ existing dry interior plastered surface including internal wall, ceiling, roof etc. at all heights/ all levels/ all surfaces to give an even shade on prepared (putty and primer work) surfcae. Sample to be approved before starting of the work by Architect/ EIC. Rate shall be inclusive of the cost of scafolding but excluding the cost of primer and putty work.

Providing material and labour for applying required coats (min two coats) of white cement based putty after thoughly brushing the surfaces free from mortar dropping and other foreign matter. Preparing the surface even and sand papered smooth, after applying every coat of putty complete. Priming coat of alkali resistant cement primer (water or solvent based) is to be applied over prepared smooth surface (undulation free) etc. complete as directed by engineer-in-charge. After application of putty work, wall surface shall be in levelled and without undulation. The rate shall include the cost of filler for filling the cracks on surface, thoroughly brushing the surfaces with sand paper to make it free from mortar dropping and other foreign matter, scaffolding etc. as directed by engineer in charge.

Providing & applying External 100% Acrylic Paint of approved make, colour & shed in minimum three coats (first coat with external primer & balance two coat of paint as per manufacturer's specification) with brush on exterior sand faced plastered surfaces/ mala plastered surfaces at all heights/ all floors/ all heights & all places including scaffolding to give even shades including thoroughly brushing the surfaces free from mortar dropping and other foreign matter and sand papered smooth etc complete as per the manufacture's specification & to the satisfaction of Engineer in charge. The rate shall also include the cost of filler for cracks on the surfaces. Actual surface area shall be measured and considered without multiplying any coefficient for payment.

SEC:12 ROOFING WORKS Providing and fixing precoated galvalume iron profile sheets (size, shape, shade and pitch of corrugation as approved by Engineer-in-charge). Profile sheet of nominal1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap.The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT), 0.50mm Total thickness, Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 45% Zinc) as per AS 1397 /IS 15961- Zincalume AZ150 (Min.150 gms/sq.mt total on both sides) with superior quality paint coat. The paint shall have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior coat on top surface and nominal 5 μm reverse coat on back surface over nominal 5 μm primer coat on both surfaces of approved colour shade. The steel manufacturer's test certificate for the chemical and mechanical properties of steel must be submitted for approval by the engineer in charge prior to installation. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every regular interval for confirming genuinity of the material. The sheet shall be fixed using Self Drilling, Self Tapping bolts of Hilti, Buildex or equivalent of required size (and all necessary overlaps complying to the manufacturer's specifications including cutting to size and shape, erecting at all levels, providing openings, all fixtures and fixing, accessories with EPDM sealing, silicon sealant at ridge and valleys including all material, labour, scaffolding, wastage, tools, tackles, equipment, transportation, shop drawing, and excluding the cost of purlins and rafters etc all complete as per drawings as directed by the engineer in charge . The rate shall include end laps, side laps, bolts etc. Sheets shall be supplied in custom lengths upto 12.0 m. All overlaps shall be sealed with silicone sealants for sloped roofings. Actual plan area of roof shall be measured for payment with out considering wastage and overlap.

Providing and fixing precoated galvalume iron profile sheets plain Ridges (500 - 600mm) having 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete.

Flashings/ Aprons Providing and fixing precoated galvalume iron profile sheets Flashings/ Aprons (same as rofing sheet and of required size) having 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete.

Cement Fiber board False ceiling with GI Framing Providing & Fixing M/F Suspended 12mm thick cement fiber Board/ multi purpose cement partical board with GI Gyproc frming anf syspension system which includes GypSerra Perimeter Channel is fixed along the perimeter of existing wall/ partition with the help of screws at 600mm centers. Ceiling Angle is suspended at up to suitable height as per sight conditions by fixing it to the soffit clit with Soffit Cleat and Rawl Plug creating 1220mm x 1220mm grid. Intermediate channel is fixed to the Ceiling Angle with 2 Nos of 4.2x13 Gyproc metal to metal screw. The Ceiling Section is then fixed to the Intermediate Channel with the help of Connecting Clip and in direction perpendicular to the Intermediate channel at 600mm c/c. All framing materials shall be of GI (IS513), YS-300Mpa, Finish-Galvanized 150GSM (IS 277). 12mm thick cement fiber Board/ multi purpose cement partical board (Confirming to IS 2095-Part-I, 2011) is then screw fixed to ceiling section with 25mm drywall screws at 230mm centers. Rates shall be inclusive of cost of making cut outs/ openings for electrical fixtures, tube lights & providing additional sections for strengthening the openings/ cutouts, making grooves between wall & board or as per drawing /instruction of EIC. Area of cutouts shall not be deducted and no extra payment shall be considered for additional sections provided. Only plan area shall be considered for payment. The rate shall be in sqmt for all floors and at all heights including necessary scaffolding, tools, tackles, wastage etc complete as directed by engineer in charge.

Providing and fixing 18mm thick multi purpose grade fiber bonded cement partical board (Bison panel) on existing MS structure with hot dip galvanised/ SS 316 grade anchor and fastners to create mezzanine floor etc complete for all floor all height all level as per drawing and as directeed by engineer in charge.

Sec.13.0 Demolition & Dismantling Work Demolition including stacking of serviceable materials and disposal or unserviceable materials at nonobjectionable place with all leads and lifts including cutting the reinforcement, and finishing the broken surfaces to match with the surroundings etc. complete : RCC Works.

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) P.C.C. work

Demolition of Brick Work/AAC block work with plastered surface/ wall dedo including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.

Sec.15.0 General Development and Road works Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 1 Km lead and all lift.

Providing and laying rubble soling in plinth and sub-base of road, compacted thickness specified as following, using specified size of hard stones for average 150mm thick soling, filling, covering and leveling the surface with a layer of earth after filling the voids (upto 25%) with sand, smaller sized black trap stones 20-40mm, 40-63mm, 63-90, 90-150mm size of stone/metals or stone chips, including watering, ramming well and compacting or consolidating each layer by static roller/ vibratory roller of required capacity as directed by Engineer-in charge.

Providing and laying construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.Rate shall include cost of formwork if any.

Providing and spreading gravels of size 10 -15 mm in required depth for sub layer in catchpit, manhole etc as per drawing and as diredted by engineer in charge.

Construction of Granular Sub Base (GSB) by providing coarse graded material of any grade, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, including all material, labour, machinery with all leads and lifts etc. complete as per MORTH specification and as directed by Engineer in charge.

Providing material and labour for, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tripper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including all material, labour, machinery with all leads and lifts etc complete as per MORTH specification and as directed by Engineer in charge.

Providing material and labour for applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 7.5 kg/10sqm using mechanical means including all material, labour, machinery with all leads and lifts etc complete as per MORTH specification and as directed by Engineer in charge.

Providing material and labour for laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour/ DMP 60-90 TPH capacity using crushed aggregates of any grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction etc complete including all material, labour, machinery with all leads and lifts etc complete as per MORTH specification and as directed by Engineer in charge.

Providing material and labour for applying Tack Coat with Cationic Bitumen Emulsion RS1 complying with IS:8887. The tack coat shall be applied by a self-propelled or towed bitumen pressure sprayer, equipped for spraying the material uniformly at the rate of 2.5Kg/Sqmt etc complete including all material, labour, machinery with all leads and lifts etc complete as per MORTH specification and as directed by Engineer in charge. No dilution or heating at site of RS1 bitumen emulsion shall be permitted.

Providing material and labour for laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ min 5.4 % of mix, transporting the hot mix to work site, laying with a self-propelled paving machine equipped with an electronic sensing device to the required grade, level and alignment, rolling with 8-10 tonne static weight or vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to achieve the desired compaction as per approved design mix etc complete including all material, labour, machinery with all leads and lifts etc complete as per MORTH specification and as directed by Engineer in charge.

Providing material and labour for laying precast fair finish curbing of (factory made) RCC M25 grade curbing of required size with all accessories including necessary excavation, cutting the road, laying PCC 1:4:8 (1 cement: 4 sand: 8 stone aggregate 20/37 mm. down size), exposed rendering, curing, flush pointing CM 1:3 as per the drawing, as per approved sample and as directed by Engineer in charge.

Providing material and labour for laying shot blasted Non-interlocking (factory made) high density 60 mm thick M35 grade any colour brick type paver blocks of size 200mm x 200mm/ 200mm x 100mm of approved make and shade for footpath, parking areas, service lanes and other areas as mentioned in the drawing including average 50 to 80 mm thick bedding layer of coarse sand below paver block. Laid paver block shall be mechanically compacted and as directed by Engineer in charge. The work shall be executed in line and level by skilled mason of flooring work only for paver blocks. Cutting of the paver block to be necessary and if required, by machine cut only. The Finished surface of the paver block shall have coarse sand texture finish. Sample to be approved before starting of the work by Architect/ EIC.

Providing material and labour for laying 60mm thick Solid Concrete Combination Cobbles of differant size, made by vibro pressed method of VYARA or equivalent as approved by Architect/ EIC, with +/-3mm tolerance and thickness of wearing layer not less than 5mm of any color and shade (UV Light resistant fast colours from Lanxess only to be used) having compressive strength of 30 Kg/cm2 for footpath, parking areas, service lanes and other areas as mentioned in the drawing. Combination cobbles shall be laid as per pattern approved by Architect and Engineer in charge. Including providing and laying average 50 mm thick average bedding layer of coarse sand below the block as per required grading and specification.Laid paver block shall be mechanically compacted and as directed by Engineer in charge. The work shall be executed in line and level by skilled mason of flooring work only for paver blocks. The Finished surface of the paver block shall have coarse sand texture finish. Sample to be approved before starting of the work by Architect/ EIC.

Providing material and labour for fixing FRC (Fiber reinforcemed concrete) Heavy Duty Man Hole Cover with frame of any size any shape with MS flat allround, 16mm ø plain round bar for lifting the cover & should be fitted with plastic cups etc complete as directed by engineer in charge.On the upper periphery of frame 25 x 3 mm wide MS flat with hot dip galvanizing should be well embed in concrete to protect the edges of frame.

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges bwith MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in- charge.

Providing material and labour for fixing Ductile iron manhole frame and cover/ grating/ chamber cover of approved make and type. Man hole cover shall be any type (hinged type, double sealed or recess type), any shape (square/ rectangle/ square frame with round cover) any grade (light duty/ medium duty/ heavy duty) of required loading capacity having double sealed system as per manufacturing standard BS EN-124, with proper lifting arrangement, black bituminous coating, including fixing in CC and finishing etc complete as directed by engineer in charge. Cover shall be as per drawing and as per approved sample. Recess manhole cover depth shall be according to pavement/ finish as per drawing.

FRP Recessed Man hole 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 size of 600mm x 600mm and recesse depth 80mm, with client's logo etc. complete as approved by architect and as directed by 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. The rate includes carting upto any lead from store to site as per directed by engineer in charge.

Garden Soil Filling Providing material and labour for Filling mixture of good quality garden soil obtained from outside for all lead and lift with farm yard manure and pesticides in exacavated tree pit, shrub area, lawn area including watering, ramming well, consolidating, compacting and dressing etc. complete, as directed by engineer in charge. Excavation for plantation shall be paid in revevant tender item.

TREES PLANTATION Supplying and planting of trees of specified variety in existing prepared tree pit including pesticides, termite treatment, and planting of mature plants (height minimum 15' or above as approved). Soil mounts 2' - 3' in size. Tree plantation should be carried on neatly accurately and with perfection as per drawing and instruction given by the EIC. Plants shall be planted by manual/ mechanical means and rate shall be inclusive of all material, labour, equipments as per description. Plant must be supply in bag size of 25"X25" or above. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Rates for mortality to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC. Basic rate - Type A - Upto Rs 500

Basic rate - Type B - Rs 1000

Basic rate - Type C - Rs 1500

SHRUBBERY PLANTATION Supplying well grown shrub plants and ground cover plants of required height (average 2' to 3') and planting as per drawing by providing and mixing garden soil with vermi compost (@ 250kg / 100 Sqm) or mixture of decayed neem cake and tobacco powder in depth of planter as per drawing with soil pesticide & insecticide. Plants should be disease free and fungus free in 8"x 10" polythene bag. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the shrubs. Mortality rates to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC. The ground coverage should be dense and uniform throughout the planting area. Basic rate - Type A - 150 Rs.

Lawn Plantation : 1) Supplying material and labour for filling with good quality garden soil obtained from outside, including watering, ramming well, consolidating, compacting and dressing etc. complete, as directed. Dressing and leveling the area by spreading 2"-3" of good quality soil & manual compaction as required and as approved by EIC. 2) Supply and spreading of FYM (2.50 Cum in 100 Sqm area) shall be done in proper slope as per mention in drawing including watering and fine dressing. Termite treatment to be done before laying of FYM. 3) Supplying and planting of the specified lawn on above described surface. Plantation of lawn at distance 8cm c/c. When the grass is approximately 3 cm high, it shell be rolled with a light wooden roller and when it has grown up to 5 to 8 cms above the ground, weeds must be removed and after that lawn shall be cut to the appropriate height using the lawn cutter for minimum 3 to 4 times. Weeds shall be removed regularly and periodic top dressing of FYM shall be done during the maintenance period (Bill shall be placed after completion of maintenance period.) Work shall be done in the pattern as shown in the drawing or as directed and approved by Engineer in charge. Rate shall be inclusive of surface preparation for lawn planting, Termite Treatment, Plantation, Maintenance, Watering till the end of Maintenance Period as per the instruction of EIC. Garden soil filling with FYM shall be paid in relevant tender item.

Providing and installing floor/ mounted dustbins of approved make. Dust bin shall be one Piece Moulded, Heavy Duty Waste Bin of approx. 80 Litres capacity made out of FDA approved virgin grades of Polyethylene material manufactured from Rotational Moulding Process / Blow Moulding Process absolutely smooth and sanitary, chemical resistant, blended with stabilizers, Anti Corrosive, Anti Acidic, Non toxic and free from joints, welds or rims; provided with fully openable unique lid, open from either side for easy garbage drop even from distance, ideal for Storage and Handling of Solid Waste to satisfy the critical requirements of MSW 2000. Virgin Grade of Polyethylene material confirming to the requirement of IS 10146 – 1982. Dustbin shall be fixed on floor or wall as per approved sample.

Providing, casting, hoisting, installing in position Precast Reinforced cement concrete Bench as per design and drawing having 40mm thick mirror polished kota of approved shade on top. groove of same width as mortar thickness shall be provided between top kota stone and concrete top as per drawing. Remaining surface of bench shall be expose rcc work. All edges of kota shall be champhered and polished. Rate shall be inclusive of RCC, reinforcement, mould, form work and kota work with all material, labour for making, fixing, loading, unloading, hoisting, placing, polishing etc complete as directed by engineer in charge. Sample shall be approved before execution of work. Approximate Size of Bench - 1500 L x 450 mm W x 380mm H with solid base of required architectural shape.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 300mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 450mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 600mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 750mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 900mm dia.

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the 150mm internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. class NP2 of following internal diameters.(i) 300mm dia.

Transplantation/ Relocation of Tree: 1) Removing of tree from suggested location with required size of root ball without demaging the root by means of manual/ machanical as per site condition. The roots of sapling shall be wrapped properly. 2) Re-Planting of trees in excavated pit (as directed by engineer in charge) of required size (digged before removing trees). The pit shall be filled with manure, fertilizer soil, garden soil as per requirement. Location of transplantation shall be decided by AMC for all lead 3) After filling, soil is consolidated by watering. 4) Trees shall be braced upright in position properly. (in such a manner that the plant retains its vertical position.) The consolidated item shall be executed by approved land scaping/ gardening agency (who has succesful experience) as directed by Engineer In Charge. Rate shall be including all above mentioned execution sequence.

Providing and fixing in position Children Playground Equipment of approved make and as per approved sample as per drawing and directions by engineer in charge. Basic rate -Total Amount Rs.10,00,000.00 for all equipment 12 Nos (Approximet Nos.)

Providing material and labour for laying cement concrete broom finish/ smooth finish pavement for plinth protection/ CC Road 100 –150 mm. thick with M25 concrete including giving a floating coat of 1:1 cement mortar, with Nominal temperature steel, tie bar, dowel bar as per MORTH specifications of section -6 etc complete as specified by the Engineer-in-charge. The rate shall be exclusive of reinforcement steel, dowel bar etc. The same shall be paid in relevant tender items. Rate shall be inclusive of concrete (to be laid in alternate panels size shall be apprx 4.5mt X 5.0mt ) with fair finished steel channel formwork, saw cutting of construction & contraction joints in width 3 to 5 mm x 1/4 to 1/3 thickness of pavement, filling the 25mm x 20 mm (BXD) expansion joint approximately at every 30 mt with readymix bitumiNous filler as per sample approved & directed by engineer incharge etc complete. Screened Sand to be only used.

Vaccum dewatering Extra for carrying out vaccum dewatering & Power floater treatment in roads, pavements, floors 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, over a leveling course, including MS channel or box shuttering, curing for 10 days with gunny bags etc complete. The size of panel should be approximately 3.75 x 5.5 m or 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 25 mm depth min (1/3 rd depth of the pavement) as shown in the drawing. The rate shall be inclusive of labour, making the grooves and machinery cost.

Sec.16 Signage Works ACP sheet signage : Providing, Making and fixing 3 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 shall be done on it. The ACP sheet shall be fixed with clamp and angle on new or existing MS Pole/ wall surface/ MS structure as per drawing. Content of sign shall be letters (In Gujarati & English), graphics / maps, signs etc. in any colour as per design, drawing and approved by Architect and Engineer. All side of box shall be covered with fresh ACP sheet, but only one side elevation area shall be measured and paid in sqmt. Cost of MS Pole and Civil works shall be paid as per relevant tender items. The rate shall also include cost of scaffolding, drilling, fabrication, finishing, adhesive material, etc at all height and all lead, angle, fixing charges, etc. The contractor should submit the drawings based on concept design and do the sampling and get it approved before execution.

Sec.17 Miscelinious Works Grass Paver/Grid Paver Providing and laying grey/non colored grass paver blocks (grid paver) of high density 75 mm thick M-30 grade of approved make. Grid paver shall be laid on existing levelled good soil Including 40 mm thick average FYM Soil filling and approved quality lawn in gap of grid paver. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. Cutting of paver block by machine cut only and laying to be done by skilled flooring mason. Paver blocks shall be compacted and shall be re-laid if necessary. (Cost of FYM soil and lawn shall be paid separately).

ACP sheet For Light Feature : Providing, Making and fixing ligth pole covering maade out of 4mm thick ACP sheet with carving in any shape and size as per drawing. ACP sheet shall be of any shade and texture and of approved make. Design to be cut on CNC router cutting and smoothen all corners and edges. The ACP sheet shall be fixed with clamp and angle on new or existing MS Pole/ structure as per drawing. All side of light feature shall be covered with ACP sheet, and actual area of ACP sheet shall be measured and paid in sqmt. Cost of MS Pole and Civil works shall be paid as per relevant tender items. The rate shall also include cost of scaffolding, drilling, fabrication, finishing, adhesive material, etc at all height and all lead etc. The contractor should submit the drawings based on concept design and do the sampling and get it approved before execution.

Providing and fixing 6mm thick fiber cement board of approved make with CNC work as per concept drawing for jali work and fixed with existing MS framing with SS 316 fastner, screw for all floor, all level all height etc complete as per drawing and as directee by engineer in charge. Contractor shall prepare shop drawing as per concept drawing for CNC work before starting the work. Sample and mpock-up shall be approved before mass work.

Design, Fabrication, Supply, Installation Grill/ Jali made out of precast GRC (Glass Fibre reinforced Cement) of 25 mm thick in required size and in approved colour, shape and pattern of approved make and as per manufacturers specifications, such as all decorative articles should be made by using high power spray machine, using Cem-fill manufactured AR Glass fiber with minimum ZrO2 17% including necessary scaffoldings for all heights, fixing the individual or composite elements and their proper jointing/ sealing with approved adhesives & sealants and drilling holes in existing MS Steel and fixing on existing MS structure to external façade with MS Hot Deep Galvanized/ SS 316 fasteners and anchor bolts of suitable dia. & lengths, grouting with sealants etc. all complete as per drawing/ dimension and directions of Architect or Engineer-in-Charge. MS work shall be paid in relevant tender item.

Providing & placing in Free flow, high strength, non-shrink, cementitious precision grout of approved make in between MS Plate & concrete/ brick surfaces at all positions/ all floors/ all levels/ all heights etc. as suggested by engineer in charge, complete. The rate shall be inclusive of curing and shuttering work.

Providing and spreading crust of brick bats/ Chharoo on compacted pathway in average 150mm thickness as per drawing and as directed by engineer.

Marine Aquarium: Design, Supplying, Installation & Commissioning of Marine Aquarium for a gross total area of 130 sqmt as per the drawings and as per directions of architect / EIC. Contractor shall prepare shop drawing and detail drawing based on concept design/ image in drawing or view form and get approved by Architect and EIC. The rate shall be inclusive of the components of the aquarium like the construction of underground multiple biological tanks, bio media, filters, pumps, UV filter, water treatment for the marine creatures, marine life beautification corals, rocks, glass tanks, hygienic water proofing treatment etc. The cost also shall include the cost of creating platforms for tank, all plumbing works including valves, drain back pipes. Furniture required for covering the above tank areas, lighting of the tanks and all other required instruments / material / labour. The rate shall be inclusive of the operation of the aquarium until the handover of the project. The installation agency to be finalised by Architect / EIC based upon the concept submitted in form of the layout and references. The execution agency to provide a comprehensive operation & Maintenance schedule and participate in the O&M documents whenever required.

Providing and laying 100 mm dia PVC pressure pipe of 500 mm length and 6 kg/cm2 for drainage arrangement/ Weep hole behind RCC retaining wall as per specification and as shown in the drawing with geosynthetic filter and SS 316 mesh of 30x29 of approved quality and specification etc complete.

ELECTRICAL WORKS Distribution Board Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) (a) (F) Single phase 8 way SS Double door

(b) (H) Single phase 12 way SS Double door

Supplying, erecting, testing and commissioning of SPN D.B. with space for DPELMCB as incoming and 12 SPMCB as outgoing per phase (i.e. 16 way SPN D.B.) equivalent to Legrand cat no. 507613

Supplying, erecting, testing and commissioning of only VTPN D.B. with space for FPELMCB as incoming and space for 6 TPMCB & 6 SPMCB as outgoing per phase (i.e. 8 way VTPN D.B.) equivalent to Legrand cat no 507727

Supplying, erecting, testing and commissioning of only VTPN D.B. with space for FPELMCCB as incoming and space for 3 TPMCB & 3 SPMCB as outgoing per phase (i.e. 4 way VTPN D.B.) equivalent to Legrand cat no 507725

Miniature circuit breaker single pole 6A to 32A suitable to operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark -

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity 6 to 32 Amp.

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity 40 Amp. -

Providing & erecting 415 V MCB Tripple pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity 6 to 32 Amp.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 to 32 Amp. -

Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component. for following Max. rating erected as directed (i) 25 Amps.DP

(ii) 40 Amps.DP

Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for operation on 3 phase and neutral 415V. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component for following Max. rating erected as directed. (i) 25 Amps.FP

(ii) 40 Amps. FP

Supplying & erecting approved make RCCB + MCB (Electro magnetic type only) working on residual current device having 6 KA short circuit breaking capacity and 100 mAmp. Sensitivity & 30 mili sec. tripping time conforming to IS 12640 test knob facility trip free mechanism operating for rated leakage at nominal ten volt, complete erected including all materials lugs screws etc. completed. [a] 6A / 10A / 16A / 20A / 25A 2 pole single phase

[b] 32A / 40A, 2 pole Single Phase

Supplying & fixing box for housing ELCB / ELCB + MCB combination made of 18 SWG sheet steel duly powder coated with gasket, dust & vermin proof bakelite shield two earthing terminals for following type of RCCB, ELCB, ELCB + MCB [a] For 2 Pole

[b] For 4 Pole

Half / One Module Blanking Plate of Standerd Size.

Providing and erecting metallic vitrified danger notice board for MEDIUM VOLTAGE installation to be erected as per IS.

Cable Trench Marking trench in soft soil of suitable width of 90 cms. Deep for laying cable or locating the fault all over the run and back filling the same and making the surface as normal ground.

Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides with covering of 7.5 cms. Layer of sand above & below cable. (16 bricks per meter).

Providing and erecting iron clad cable route marker duly marked with ELE. CABLE of size 23cms. X 12cms. Flushed with ground in cement foundation as directed by Engineer in charge.

Cables Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables a) 4 core 6 Sq. mm

b) 4 core 10 Sq. mm

c) 4 core 16 Sq. mm

d) 4 core 25 Sq. mm

e) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable. a) 3 core 2.5Sq. mm

b) 3 core 4 Sq. mm

c) 3 core 6 Sq. mm

d) 3 core 10 Sq. mm

d) 4 core 4 Sq. mm

e) 4 core 6 Sq. mm

f) 4 core 10 Sq. mm

g) 4 core 16 Sq. mm

Cable Termination Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete without going tails, insulating tape etc for following size of cables. Also with Solderless crimping type Aluminium / copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. a) 4 core 6 Sq. mm

b) 4 core 10 Sq. mm

c) 4 core 16 Sq. mm

d) 4 core 25 Sq. mm

e) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

f) 3 core 2.5Sq. mm

g) 3 core 4 Sq. mm

h) 3 core 6 Sq. mm

i) 3 core 10 Sq. mm

j) 4 core 4 Sq. mm

k) 4 core 6 Sq. mm

l) 4 core 10 Sq. mm

m) 4 core 16 Sq. mm

Solderless crimping type Aluminium lugs confirming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 4 & 6 Sq. mm.

(B) 10 Sq. mm.

(C) 16 Sq. mm.

(D) 25 Sq. mm.

Internal Wiring WITH MODULAR TYPE SWITCHES Wiring of points to be done in open/concealed manner in 25 mm dia medium gauge Rigid PVC FRLS pipe. Wiring shall be done with FRLS type copper flexible wire of 650V/1100V. Separate pipe should be taken for circuit mains. Nos of ciruit of the same phases may be taken in same conduit (maximum 2 ckts).The circuit shall be laid in 25/40 mm dia medium gauge rigid PVC FRLS pipe. The point rate shall include all the necessary piping and wiring from sub panel / Distribution board to switch board & switch board to the batten holder / angle holder / connector / ceiling rose all inclusive except sub panel / Dist board. The wiring shall be done as per relevant prevailing standard. The looping of the wiring should be done in the switch boxes or light and fan point outlet boxes to avoid the junction boxes. The junction boxes and switch boxes for the ceiling light point, fan point etc shall be minimum 60/75 deep. All the necessary jarry in brick plastered walls should be done with machine cutter only , also jarry should be filled with cement, sand and wire mesh as required, the material cost for rough finish shall be included in point rate. Whenever pipes are required to be laid in flooring shall be of heavy guage.Wiring should be done as per distribtion details. Each circuit should have dedicated phase, neutral & earth wire. Wire sizes to be used as under For Light Points /fan point/ wall fan / 6A 3 Pin Plug - DB to SB - 2.5sqmm for Phase & Neutral & 1.5 sqmm for Earth - SB to Point - 1.5 sqmm for Phase & Neutral & Earth For 6A Plug point. - 1.5 sqmm for Phase, Neutral & Earth For 6/10/16A general purpose plug point - 2.5 sqmm for Phase, Neutral & 1.5 sqmm Earth For 16A plug point for A/C and Geyser - 4 Sqmm for Phase, Neutral & 2.5 sqmm Earth For 20/32A plug point - 6 sqmm for Phases, Neutral & 4 sqmm Earth For Light Points /fan point/ wall fan / 6A 3 Pin Plug - DB to SB - 2.5sqmm for Phase & Neutral & 1.5 sqmm for Earth - SB to Point - 1.5 sqmm for Phase & Neutral & Earth For 6A Plug point. - 1.5 sqmm for Phase, Neutral & Earth For 6/10/16A general purpose plug point - 2.5 sqmm for Phase, Neutral & 1.5 sqmm Earth For 16A plug point for A/C and Geyser - 4 Sqmm for Phase, Neutral & 2.5 sqmm Earth For 20/32A plug point - 6 sqmm for Phases, Neutral & 4 sqmm Earth No zarry will be allowed in expose brick work. The conduit shall be provided when the walls are under construction. The pipes in slab shall be laid before the slab is casted. One light point controlled by one single way 6 A switch.

Loop light point controlled by same switch or SP MCB same as 9.1.1

One light point controlled by two, two way 6 A switch

One ceiling fan outlet point controlled by one 6 A switch and hum free electronic type step regulator.

One 6 A x 5 pin 250 Volt socket outlet point controlled by one 6 A switch located on switch board.

6 A x 5 pin 250 Volt switched socket outlet point at convenient location.

6/16 A x 250 V switch socket point on one switch box with 2.5 sqmm flexible wires and phase and neutral and 1.5 sq nm flexible Cu. wire as earth wire. The rate should include conduiting Upto DB.

6/16A x 250 Volt switched socket outlet point with 4 sq.mm wire for phase and neutral & 2.5 sq.mm earth wire.

6/16A x 250 Volt switched socket outlet point for outside with 4 sq.mm wire for phase and neutral & 2.5 sq.mm earth wire.(outdoor type)

-Do- as above but switch and socket at different location.

Exhaust fan outlet point with 6A 5 pin socket controlled by one 5 single way switch located at different location.

20 A x 250 Volt metal clad socket outlet point with 20 Amp. SPMCB without mains.

6/16A x 250 Volt switched socket outlet point for outside without any mains.(outdoor type)

MAINS : The mains is considered from the meter/sub panel to the individual distribution boards. Supplying and Laying mains with 4 nos. of 25 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 10 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Laying mains with 4 nos. of 16 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 6 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 4 nos. of 10 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 4 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 4 nos. of 6 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 2.5 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Laying mains with 2 nos. of 10 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 1 no 6.0 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 2 nos. of 6 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 1 nos 4.0 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 3 nos. of 4 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 3 nos. of 2.5 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 3 nos. of 1.5 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required. (e) One wire 6.00 sq. mm

(f) One wire 10.00 sq. mm

(g) One wire 16.00 sq. mm

(h) One wire 25.00 sq. mm

(m) One wire 120.00 sq. mm

Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following size to be erected as directed. h) 2.50 Sq.mm 3 core round PVC sheathed

j) 4.00 Sq.mm 3 core round PVC sheathed

(A) Supplying and laying UPVC cable trunking system comprising unplasticised polyvinyl, chloride rigid material with ignition free & flame proof confirming BS .All necessary accessories and measuring of following sizes with all accessories. (1) 75 mm x 50 mm trunking

(2) 100 mm x 50 mm trunking

Light Fixtures & Fans Supplying, erecting, connecting, testing and commissioning of Following type Light Fixture with all necessary Hardware, Internal Wiring with Lamp, Ballast etc. all required accessories Complete in all respect. Cost includes wiring from outlet point to light fixtures and also wiring from first light fixtures to second light fixtures wherever provided on back to back (touching each other) arrangements. Any kind of light fixture Type - A with LED fixture with basic rate of Rs 1500/- ( up to 2250)

Any kind of light fixture Type - B with LED fixture with basic rate of Rs 3000/- ( Above 2250)

Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy and 30 cms. down rod erected on existing hook or clamp with 24/0.2 , 3 core flexible wire with earthing. (as per Havells Cat. No. ES 50 PREMIUM or approved equivalent)

Supplying & erecting single phase approved make industrial exhaust fan suitable for medium duty ring mounted low noise operation suitable for medium duty having following dia size and maximum speed in RPM [A] 305 mm dia 900 RPM

Earthing Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications. [B] For electrical installation up to 11 KV located in other than normal soil i.e. Soft Rock, Marshy soil. etc. - Length of Pipe: 2 Mtr. “- back filling compound: 1 no Bag of 25 Kg.” Back filling Compound: 1no. Bag of 25Kg.

Providing and erecting required size HOT deep Galvanised strip for earthing of H.T. OCB / ACB / Transformer LT panel board, Motors etc. using copper clamp.

Providing and erecting HOT deep Galvanised strip iron wire 8 to 16 S.W.G.

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed 25mm

Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cms. below ground across the road crossing or on floor with necessary material in an approved manner and making the ground as per original (A) 250 mm dia

(B)150 mm dia

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (A)50 mm dia

(B)90 mm dia

(C)120 mm dia.

Providing & erecting approved make street light / wall mounting junction box compression moulded from DMC (thermoset plastic) vertical sliding cover having locking with square head stud loop in / loop out in built terminal suitable for four core cable, waterproof of I.P. 54 protected with clamp or bolt nut & earth bolt of following size. FOR OUTDOOR SOCKET INSTALLATION. [A] 200mm x 127mm x 83 mm

[B] 250mm x 194mm x 99 mm

Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with one coat of red oxide with erection on site as per direction of engineer in charge with necessary grouting, cementing, plastering & finishing complete.

Fabricating the box type items made from M.S. Sheet with A.I. supports, wings, doors, handles other hardware materials as per requirement design with finishing by three tank powder coating processed inside and outside painted, erected as directed including minor civil work.

External Lighting Supply & installation of light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. A) Approx 8.0 Mtr long light pole Type - A with basic rate of Rs. 59,000/- for street lighting.

B) Approx 4.0 Mtr long, light pole Type - B with basic rate of Rs. 26,000/- for street lighting

Any kind of External light fixture Type - C with Basic rate of Rs 10,000/- (up to Rs. 15,000/-)

Any kind of street light / post top light / Bolard fixture Type - D with Basic rate of Rs 22,000/- (above Rs. 15,000/-)

Section feeder Pillar-1 (for Metering)( Outdoor Type) Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type section feeder pillar with IP 54 protection & should be powder coated fabricated from 14 Gauge CRCA sheet & folded channel totally enclosed cubical type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & get it approve through Architect/ Consultant. All civil work including RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as per detail drawing and directed by engineer incharge. As per SLD, Separate Compartment for each outgoing feeder for each LT Meter, LT Meter should be install by Supply company. (Scope : LT meter shall be supply by local supply company & only vacant compart shall be provided for each LT meter rest of all items inclusing wiring should be consider in scope)

Section feeder Pillar-2 (for Metering)( Outdoor Type) Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type section feeder pillar with IP 54 protection & should be powder coated fabricated from 14 Gauge CRCA sheet & folded channel totally enclosed cubical type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & get it approve through Architect/ Consultant. All civil work including RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as per detail drawing and directed by engineer incharge. As per SLD, Separate Compartment for each outgoing feeder for each LT Meter, LT Meter should be install by Supply company. (Scope : LT meter shall be supply by local supply company & only vacant compart shall be provided for each LT meter rest of all items inclusing wiring should be consider in scope)

Section feeder Pillar (For External lighting) ( Outdoor Type) Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type section feeder pillar with IP 54 protection & should be powder coated fabricated from 14 Gauge CRCA sheet & folded channel totally enclosed cubical type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & get it approve through Architect/ Consultant. All civil work including RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as per detail drawing and directed by engineer incharge. As per SLD

32 A x 415 V plug & socket with interlocked switched socket, FP MCB and surface mounting box IP 66 with DIN rail for 5 module equivalent to legrand make Cat no.56674 but without cost of wiring and piping. Scope also includes necessary foundation, cable entry pipes, earthing etc complete in all respect as per drawing

Telephone & Data Network Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed 25mm

Supplying & erecting approved make LAN cable of following size in existing pipe as per direction

Providing & erecting main Distribution (MDF) indoor type, back mounted frame. Suitable for 10 pair

Providing following type of Modular Type Accessories mounted with pvc / metallic box, single mounting base frame covered with textured / metallic front plate , modules erected with necessary connection. As desired by Engineer In charge (3) (a) Two Pin/RJ-11 Telephone Socket For One Gang.

(8) Modem Jack for Computer Open RJ-45

PLUMBING WORKS Chapter: 23 Water Supply, Plumbing & Sanitary Fitting Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (A) Vitreous China.(I) Long pattern = White colour

Providing and fixing wash down water closet (European type, W.C. Pan) with integral P or S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to be measured and paid for separately) (A) vitreous China Pattern :(i) in white colour

Providing and fixing 100mm size P or S trap for water closet squatting pan including jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand) (A) Vitreous China.

Providing and fixing in cement mortar 1:3 (1-cement; 3-coarse sand) a pair of white vitreous China 250mm x 130mm x 30mm footrest to long pattern squatting pan water closet.

Providing and fixing 12.5 Litres low level flushing cistern with a pair, of C.I. or Mild brackets, complete with fittings such as lead valve less syphon, 15mm nom.nal size brass ball valve with polythene float, C.P brass handle unions and couplings for connections, with inlet, outlet and overflow pipes, 40mm dia. porcelain enamelled flush bend including cutting holes in walls and making good the same connecting the flush bend with cistern and closet (overflow pipe to be measured and paid for separately) (A) Vitreous China (I) In white colour

Providing and fixing G.I. inlet connection for flush pipe with W.C. pan

Providing and fixing plastic seat and cover for wash down water closer with C.P. brass hinges and rubber buffers. (B) Black plastic seal and cover.

Providing & fixing Divyang toilet set with European Closet (P Trap) & wall mount wash basin & all divyang requirements with dual flush tank, seat & cover (heavy duty) with C.P. brass hinges,including WC connector of 110mm inlet x 110mm outlet, connecting the same with soil pipe using appropriate solvent cement, C.I. Brackets for wall mounting the basin, 32mm CP waste Coupling, 32mm size CP bottle trap, CP brass Spatula Faucet, etc. all Internal fittings complete with S.S grab rails etc. rubber buffers, C.P nuts, bolts etc making holes in walls & floors, & finishing for ready to use.The rate includes all necessary connection charges as per product detail to the satisfaction and as directed by the Engineer-in-charge.

Providing and Fixing Vitreous china Under Counter Wash Basin as per IS: 2556 (Part 4) of size 640 x 450mm, in white colour of approved make and quality. All junctions shall be sealed with silicon sealant. Rate shall include 32 mm dia PTMT waste coupling, 32 mm dia PTMT bottle trap, union & extension piece of required length and CP wall flange complete including cutting & making good the walls where required and as directed by the Engineer-in-charge.

Providing and fixing Urinal of approved quality including connecting the Urinal with waste pipe, tap. Etc. complete. (A) White earthenware flat back or corner type size 430mm x 460mm x 350mm. (A) Squating plate pattern white earthenware 550mm x 300mm.

Providing and fixing PTMT extension nipple of approved quality and conforming to Manufacturers Standards.

Providing and fixing PTMT Screw Down Pillar Tap (i) 15mm dia.

Providing and Fixing 2-Way PTMT Bib Tap in Polished Chrome as per specification and conforming to Manufacturers Standards.

Providing and Fixing PTMT Health Faucet with 1.5 mtr. PVC hose and Holder as per specification and conforming to Manufacturers Standards.

Providing and Fixing PTMT Angle Valve 15 mm with flange as per specification and conforming to Manufacturers Standards.

Providing and fixing Urinal PTMT Pressmatic Flush Valve with spreader of approved quality and conforming to Manufacturers Standards.

Providing and Fixing PVC Waste Drain Pipe 38mm for connecting Urinal outlet to waste water pipe, as per specification and conforming to Manufacturers Standards.

Providing and fixing PVC Connection Pipe of 450mm Long with M10X2 ABS Chrome Platted Nuts (for connection of Pillar Tap with Angle Cock) as per specification and conforming to Manufacturers Standards.

Providing and Fixing PTMT Soap Dish as per specification and conforming to Manufacturers Standards.

Providing & fixing P- trap of self cleansing design haivng water seal not less than 50mm with necessary distance piece & making connection & support to bottom of trap etc. complete as per specifications & drawing porvided at all places, all levels & all height. (A) 110 mm inlet and 110 mm outlet

Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end). (a) 20mm dia nominal bore.

Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end). (b) 25mm dia nominal bore.

Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end). (c) 32mm dia nominal bore.

Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end). (d) 40mm dia nominal bore.

Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end). (e) 50mm dia nominal bore.

Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end). (f) 65mm dia nominal bore.

Providing and fixing ball cock of approved quality as directed. (A) Copper Metal (ii) 50mm dia.

Providing laying and jointing in true line and level 20mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete [A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete [B] 20 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete [C] 25 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete [D] 32 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete [E] 40 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete [F] 50 mm.

Providing and fixing in position cowel went to pipes. (B) 75mm dia.

Providing, Fixing to wall, ceiling and floor 10.0 kg/cm2 working pressure polythene pipes of the following outside Dia. Low density, complete with special flange compression type fittings, wall clips, etc including making good the wall ceiling and floor. (D) 40mm

Providing, Fixing to wall, ceiling and floor 10.0 kg/cm2 working pressure polythene pipes of the following outside Dia. Low density, complete with special flange compression type fittings, wall clips, etc including making good the wall ceiling and floor. (E) 50mm

Providing, Fixing, testing & commissoning 6 kg/ sq. cm SWR UPVC Pipe Selfit ISI marked brand as per IS 13592 complete including solvent cement jointing & hydraulic testing the joints & pipes as mentioned in the sepcification etc. and making connection with downtake wherever required to satisfaction of engr/ arch with proper care, protecting fittings & pipes till the final handing over etc as directed by E-I-C complete as per specifications & drawing provided for all places, all heights & all levels.(B)110 mm diameter (type B)

Providing, Fixing, testing & commissoning 6 kg/ sq. cm SWR UPVC Pipe Selfit ISI marked brand as per IS 13592 complete including solvent cement jointing & hydraulic testing the joints & pipes as mentioned in the sepcification etc. and making connection with downtake wherever required to satisfaction of engr/ arch with proper care, protecting fittings & pipes till the final handing over etc as directed by E-I-C complete as per specifications & drawing provided for all places, all heights & all levels. (A) 75 mm diameter (type B)

Providing and fixing PVC SWR Nahni trap IS: 14735 for drain - 100mm diamter with jali of the following nominal diameter of self cleansing design with C.I. screwed down or hinged grating including cost of cutting and making good the walls and floor as required.

Providing and fixing PVC SWR Nahni trap IS: 14735 for drain - 75mm diamter with jali of the following nominal diameter of self cleansing design with C.I. screwed down or hinged grating including cost of cutting and making good the walls and floor as required.

Providing, erecting and fixing double coated PVC (ISI) water tank of required capacity each with all necessary fittings and connection etc. complete. (A) 2000 Liter

Providing and fixing full thread G.I. Tank Nipple (medium duty) as per IS: 1239, including drilling holes in the tanks at required levels, inserting the coupling in place, sealing the hole with silicon sealant, attaching the hex nuts on either side of the coupling as directed and approved by the Engineer-in-charge. (A) 50mm diameter

Providing and fixing full thread G.I. Tank Nipple (medium duty) as per IS: 1239, including drilling holes in the tanks at required levels, inserting the coupling in place, sealing the hole with silicon sealant, attaching the hex nuts on either side of the coupling as directed and approved by the Engineer-in-charge. (B) 40mm diameter

Providing and fixing full thread G.I. Tank Nipple (medium duty) as per IS: 1239, including drilling holes in the tanks at required levels, inserting the coupling in place, sealing the hole with silicon sealant, attaching the hex nuts on either side of the coupling as directed and approved by the Engineer-in-charge. (C) 32mm diameter

Supplying & erecting approved make Automatic liquid level controller 6A.as per instruction of Engineer in charge on site complete with wiring connection with existing wires , with copper conductor from pump to upper tank to solenoid valve.

Providing, fixing, testing and commissioning C.I. body, Motorised Butterfly valve (PN10 rating) with quarter turn, on/off electric actuator, SG Iron disc with EPDM/Nitrile seat, wafer type,with panel, IP-67 water tight alluminium enclosure with postion indicator working on operated by float type level controller and manually, VOLTAGE 220V AC. Size: 65mm dia.

Providing, fixing, testing and commissioning C.I. body, Motorised Butterfly valve (PN10 rating) with quarter turn, on/off electric actuator, SG Iron disc with EPDM/Nitrile seat, wafer type,with panel, IP-67 water tight alluminium enclosure with postion indicator working on operated by float type level controller and manually, VOLTAGE 220V AC. Size: 50mm dia.

Supply, Installation, Testing And Commissioning Of Compact Self Contained Hydropneumatic System , pre-engineered, factory fabricated, assembled & tested, fully integrated, highly efficient pump, IE2 motors, ready-to-connect packaged variable speed water pressure booster station. The packaged variable speed water pressure booster station shall be complete with single / multi stage centrifugal pump, high efficiency IE 2 motors, with external variable frequency drive, with necessary sensors / switches; hot Dipped Galvanised suction and delivery manifolds; and diaphragm pressure vessel. Pressure Booster Pump Water Supply - Set consisting of 1 pump; Flow Rate (Each pump): 135 LPM; Pressure Vessel = 1 x 24 Ltrs; Head (each pump): 15 to 60 Mtrs.

Providing and erecting water cooler having storage capacity 150 Ltr. & cooling capacity 150 Ltr. Per hour @ an ambient temp of 4500 C. The outlet temp. of the water should drop by 1500 C within an hour, The water cooler should be comprising of hermetically sealed compressor, fan motor, condensing unit, water tank surrounded by evaporating, coil, thermostats, relay etc. complete with necessary inlet & outlet connection. The body of water cooler will be made from Stainless Steel. (8-8-2 / 159)

Supplying & erecting 5 stage single reverse osmosis water purification system with M.S. powder coated frame, prefilter housing with ‘O’ ring presediment filter GAC filter, carbon filter suitable buster DC pump capacity 80 psi, mention with 40 Osg inline type post carbon filter auto low & high pressure switches with following size of storage tank & LPH capacity & erected as directed with one year comprehensive maintenance guarantee. [C] 50 Ltr/Hr with 250 psi 2 nos booster pump (8-8-6/160)

Chapter: 24 Drainage & Sewerage Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in proportion 1:1 Selt glazed stoneware pipes including testing of pipes and joints complete.(B) 150mm dia. (upto 10 ton)

Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone aggregate 40mm nominal size) bedding for stoneware pipes of following internal diameters with necessary formwork and curing complete.(B) 150mm dia. (166mm Ave. bed thickness)

Providing and fixing S.W. Gully Trap with C.I. Grating brick masonary chamber and water tight C.I. cover with frame of 300 mm x 300 mm size (inside) with standard weight. (i) Square mouth traps [B] 150 mm x 100 mm size - P or R type

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.(D) 300mm (upto 10 ton)

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.(E) 450mm (upto 10 ton)

Constrcting Manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stpme aggregate 20 mm. nominal size, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 Brick bats 40 to 50 mm. size) inside plastering 15mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) finished smooth complete including curing and testing. (i) Inside size 900mm x 1200 mm and 1.50 meter deep including heavy duty FRC Manhole frame and cover of size - 600 x 600/ 600 dia with 30 - 35 T capacity (A) with 230 mm thick walls of brick masonary using bricks having crushing strenght not less then 35 kg/sq.cm in cement motar 1 : 5 (1 cement : 5 coarse sand) (1) A type depth 0.9 metre for 150 mm diameter sewer

(I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.24.27 (I) for depth from 0.9M to 1.5M.

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-corrosive paint etc. complete.

Development and Construction of Bore wells at site. The scope includes - Drilling of 400mm Bore Holes up to 270 meters depth using mud flush direct rotary rig, Reaming of Bore holes including assembling, jointing, lowering of housing casing, strainer pipes and other assemble items with gravel packing and clay ball packing etc., lowering of 100mm Drop Line & 32mm G.I. Air Line up to water bearing zone, Development of Tubewell zonewise with 1100 CFM / 300 PSI (above depth of 250 Mtrs) air compressor up to availability of sand free discharge. The air compressor should run minimum for 6 (six) hours or up to availability of sand free discharge, Supply and installation of 250mm dia ERW blank pipes as per IS:4270 of minimum 7.1mm thickness, Supply and installatin of 250mm dia cage type 'V' wire wound low carbon galvanized steel screen pipe of 1.5mm heavy grade, Supply and installation of 250mm Stainless Steel Strainer Pipe of JOHNSON brand, Providing and fixing clamps made from MS plate with 3 holes on either side with nuts and bolts of standard make & suitable to 250mm dia pipe. Size: 900mm x 100mm x 16mm, MS Bore Plugs suitable for 200mm dia MS Pipes, Providing and fixing bore plug having 100 mm height made from M.S. plate with 3 holes at equal distance on circumference for nut & bolts type locking arrangement with nut, bolts & lock nuts of standard make etc suitable for 250 mm ERW Pipes (Thickness of plate is minimum 5mm for top also), Providing and fixing in place Steel Bent Plates suitable for 250mm ERW Pipes - Size: 200mm x 150mm x 6mm, Geohydrological Ground Water Investigation, Electrologging of bore holes, Chemical analysis of extracted water, Filling of Bore Holes with Clay, Submersible Bore Well Pumps, Control Panels, Cabes, Column Pipes, Lowering and installation of Submersible Bore Well Pump, connection of Bore Well Pump with Control Panels, Lowering and installation of UPVC Heavy Duty Column Pipes, valves, etc complete, installing all accessories and valves, etc complete to the entire satisfaction of the Engineer-in-charge.

IRRIGATION WORKS Manual Irrigation-Hydrant System Pumping Unit Supply Material with Accessories VFD Based Pumps( 1 W+1SB) Head 26M and Discharge 10 Mtr , Control Panel, Isolation Valves , Pressure Gauge, Tank etc , Installation ,testing commissioning .

Filtration Unit:- Supply Material with Accessories, Disc Filter 30cum/Hr-3" , Pressure Release Valve , Air Release Valve , Header Assembly, Pressure Gauge etc , Installation ,testing commissioning .

Disc Filter 30Cum/Hr -3"

Pressure Release Valve 2"

Header Assembly 3"

Pressure Gauge Glycerine

Air Release Valve 2"

Main Loopline :- Supply Material & Accessories, UPVC PIPE AS PER ASTM D 1785 , Zone Control Valves , Air Valves with Shifting, Lowering installation ,testing commissioning . UPVC Pipe 110mm 4.0" Sch 40

UPVC Pipe 90mm 3.0" Sch 40

UPVC Pipe 75mm 2.5" Sch 40

UPVC Pipe 63mm 2.0" Sch 40

UPVC Pipe 40mm 1.25 Sch 40

Floatvalve Assembly 1.25"

Irrigation Hydrant System Supply Material & Accessories, PVC PIPE AS PER IS 4785 , Control Valves, Air Valves, Hydrants, Valve Boxes, Servise Saddle with Shifting, Lowering installation ,testing and commissioning . Brass Hydrant Male and Female Set 2"

Brass Hydrant 3/4"

Brass Hydrant Opener with Elbow 3/4" Set

Control Valve 3/4"

Valve Box 6"

Green Garden Hose 1"

Micro Irrigation System Supply Material with Accessories VFD Based Pumps( 1 W+1SB) Head 50M and Discharge 30 Mtr , Control Panne, Isollation Valves , Pressure Gauge, Tank etc , Installation ,testing commissioning .

Supply Material with Accessories at Site , Installation ,testing commissioning as Per IS 4985 PVC Pipe of Supreme/ Finolex Make PVC Pipe 90 MM X 06KG/CM2

PVC Pipe 75 MM X 06KG/CM2

PVC Pipe 63 MM X 06KG/CM2

PVC Pipe 50 MM X 06KG/CM2

PVC Pipe 40 MM X 06KG/CM2

Supply Material with Accessories at Site , Installation ,testing commissioning as per IS 13095 of Astore & LP Make PVC Ball Valve 2"

PVC Ball Valve 1.5"

BUTTERFLY VALVE/2"

BUTTERFLY VALVE/2.5"

BUTTERFLY VALVE/3.0"

Double Acting Air Release Valve /1"

Solenoid Valve 2" for Automation

Sprinkler Components Supply Material with Accessories like Service Saddle , Swing Joint ,Installation, Testing and Commissioning , Rain Bird. Hunter make Pop Up Sprinkler 12M to 15.2M - 6504 PLUS PC/FC

Pop Up Sprinkler 7.6M to 15.2M - 5004 PLUS PC/FC

Rotary Nozzle 24' with Body 1804

Pop Up sprinkler Body 1804" + VAN Nozzle (10'/12'/15'/18')

10" Round Valve Box

12" Square Valve Box

Supply Material with Accessories ,Installation, Testing and Commissioning as per IS 12786:1989 for Lateral , IS 13487:1992 for Dripper and IS 13488:1992 for Emiting Pipe Dripline 16mm x 50 Cm X 4lph Brown 1.0mm Thick

Lateral 32 mm

Lateral 16mm Brown Class 3 1mm Thick

Dripper 8 lph

Lateral holding hooks

Drip line fitting accessories

Line Flush Valve 2.5" x 2"

Bubler Assembly with Service Saddle

DEVARSH CONSTRUCTION CO