Development of Road, Footpath and parking along with uplifting of Eastern Vista

Amount

ABSTRACT OF COST

CIVIL WORKS

DEDUCT REBATE FOR TAKING AWAY

Description of Work / Item(s)

Amount

In all soil other than soft and hard rock

In soft rock

In hard rock

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3.0m from ground level

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3 m from ground level

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3 m from ground level

150 mm consolidated thickness.

230 mm consolidated thickness.

Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.)

Concrete of M10 grade

Concrete of M15 grade

Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. {Below Plinth Level ( In Sub Structure)}

Reinforced cement concrete of Grade M-30

Reinforced cement concrete of Grade M-40

Reinforced Cement Concrete (RCC) Notes for Reinforced Cement Concrete works: i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge. ii) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned. vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere. b) The minimum cement content for water retaining structures tank shall not be less than 350 kg/cum and not more than 400 kg/cum. c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure.

d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the descretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept. c) Making cutout wherever required including cutting the form works etc. d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor.

Extra for providing RMC (Ready Mixed Concrete) conforming to IS 4926 (Latest) in lieu of conventional PCC & RCC items, supplied by approved RMC manufacturers including transportation, pumping etc , complete as per instruction of Engineer in Charge. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure and super structure as applicale.

Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL.

Fusion bonded epoxy coated Thermo Mechanically Treated bars of grade Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only. (The contractor shall obtain prior written approval from EIC for the factory for fusion bonded epoxy coating of reinforcement steel. The fusion bonded epoxy coating shall be carried out as per latest revision of IS:13620).

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location. For Below Plinth Level (In Sub Structure)

Notes for form work: a) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

Providing ,erecting , fixing centering -shuttering work using FRP composite mould to obtain form concrete surfaces of special features like Roman fluted circular column with capital on top and bottom/any aesthetic finish of various shapes as per drawings at all heights & locations for following including single / multiple staging , chamfers splays, keys, wedges, props, rails,bracings, brackets, cutting hole for pipes etc.providing and applying approved form oil to all surfaces of form work coming in contact with concrete and skirting / removal of the same including finishing by filling form -tie- holes , removal of fins, ridges, and irregularities by grinding filling air holes, with sack rubbed finish cleaning up loose and adhering debris including all materials labour etc. Complete as per specifications drawings and directed by Engineer - in-charge.

Firbre reinforced polymer (FRP) composit moulds/forms for various special features (like fluted columns) at all floors and locations including single/multiple staging.

Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge.

Brick masonry work in cement mortar including cement mortar plastering / pointing work

Stone masonry work in cement mortar including cement mortar plastering / pointing work

Plain Cement Concrete (PCC)

Reinforced Cement Concrete (RCC) including cutting of steel reinforcement bars by cutter, gas welding etc

Structural steel work including cutting by cutter, gas welding etc

Water Bound Macadam (WBM), Wet Mix Macadam (WMM), Granular Sub Base (GSB), Stone Soling work

Bituminous surface Road

Disposing off the surplus excavated materials beyond initial lead by mechanical transport inside Anushaktinagar colony at directed place including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible.

Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority approved dumping pits/ dumping area outside colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority. Royalty for transportation, disposal of Rock, spreading etc. including obtaining permission from statutory authority, if any shall be borne by the contractor. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible.

Providing NP-3 class of following dia. RCC hume pipe and laying / burrying underground including making holes in masonry/concrete work wherever required, making good the holes after laying the hume pipe with collar joints using stiff mixture of cement mortar (1:2) and sealing open ends with wooden bush etc. all complete as per specifications & as directed by the Engineer-in-charge.

150 mm dia pipes

250 mm dia pipes

Half round Pipe of 150 mm dia

Random rubble stone masonry work using spotless black trap or approved local stone in cement mortar1:6 or using ready mix cement sand mortar (1.4), to correct line, level and plumb including curing, scaffolding, providing bond stone at 900 mm in vertical & horizontal course and including racking out of joints or simultaneous flush pointing etc all as per specifications, drawings and as directed by Engineer in charge. (In sub structure, using stone supplied by Contractor)

Providing Raised & Cut pointing on stone masonry surface Using ready mix cement mortar having cement : sand (1:4), at all floors, levels & locations including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

Brick masonry work using well burnt bricks from approved lot of class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5/7.5 N/mm2, using ready mix mortar (1.4), to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. (In sub structure (foundation, plinth, cable pits, trenches, steps))

Sand faced external/ internal cement plaster as specified below in Using Ready Mix Ceement Sand Mortar 1:4 at all heights and locations including scaffolding, preparing the surfaces, finishing and rendering with sponge to correct line,level and plumb, curing including making grooves, vatas, plaster fluting (plaster in steps) etc. where ever required complete as per specification and drawings and as directed by the Engineer in Charge.

20 mm thick in two coats for brick/concrete surfaces (external / internal) (backcoat and finishing coat of 10 mm. thick each)with water proofing agent @ 2% by weight of cement.

12 mm thick in single coat smooth plaster finish for independent concrete/brick surfaces

Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. (Over Sand faced plaster and RCC Jalli)

Providing & applying synthetic enamel paint in two or more coats on old steel surface, at all floors, levels & location using ready mixed & ready made synthetic enamel paint of approved make, shade and pattern including one coat of approved steel primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Synthetic enamel paint shall have VOC content less than 50 grams/ litre). (On Steel surfaces including two coats of steel primer Zinc Chromate)

Providing and applying minimum 1.5 mm thick synthetic plaster finish of approved make over plastered surface by applying two coats of synthetic plaster by trowel/spray and as per approved design/colour/shade/pattern including finishing the sharp edges at corners, nitches, etc to perfect line, level, plumb and applying two coats finish of approved premium exterior emulsion paint (with PU and sillicon technology) as per manufacturer's recommendations and specification, of approved colour and shade, including all labour, materials, scaffolding, double height staging if required and surface preparation, in plane/curved/any geometric shaped surface, external / internal surfaces, at all heights, leads, lifts and location as specified in the drawing all complete as per specification and as directed by EIC. (Note:- Finished surface area shall be measured for payment. Synthetic plaster shall have alkali, acid and UV resistant properties and having VOC content less than 50 grams/ litre.). (Using Renovo / Durasheild/ Ruf & Tuf of Sherwin Williams (BJN Paints), Chemtex or approved equivalent)

Providing & applying textured finish paint of M/s Asian paint/Burger/nerolac/heritage or approved equivalnt over MS structural work/steel pipes/Concrete Surfaces finished with stucco spray finish in Grey colour/Granite stone/wooden trunk finish Texture plaster finish or any other approved finish applied over putty over a coat of anti corrosion paint including all labour materials, scaffolding, double height staging, if required & surface preparation etc. all complete at all heights, leads, location and lifts etc complete as per specification, drawing & as directed by EIC

Providing & laying machine cut & machine polished (mirror finish) 18mm thick Granite Stone of black/ approved colour at all floor & location in necessary cement mortar bedding /backing, close jointed & grouted with matching cement slurry and rounding of edges, finished to line, level,curing etc. as required, including cutting of stone slab, wastage, making cut outs, grooves wherever required, machine polishing/ hand polishing (where machine cannot have access) etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Note: Top exposed surface on plan &exposed vertical finished face shall be measured for payment in Sqm.

18 mm thick granite in single piece upto1.8 m length in treads with leather finish 3 no's anti skid Grooves (5mm wide and 2 mm deep) and moulding of exposed edges as per drawing, laid over bedding of 20 mm thick cement mortar 1:4. (Using ready mix mortar)

18mm thick granite in single piece upto 1.8m length in Riser fixed over backing of 12 mm thick cement mortar 1:4. (Using ready mix mortar)

In flooring with machine polished Granite stone of size 800mm x 800mm/ 1000mm x 1000mm x 18mm as per drawing laid over & including 20mm thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix mortar)

In skirting 18 mm thick and 100 mm high granite laid over 12mm thick cement mortar 1:4 backing. (Using ready mix mortar)

In slopped skirting 18 mm thick granite asper drawing laid over 12 mm thick cement mortar 1:4 backing. (Using ready mix mortar)

In Ramps with 18mm thick 100 mm wide strips of 1500 mm length (approximately) laid over & including 20 mm thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix mortar)

18 mm thick one side machine polished granite stone of approved colour, shade and surface finish for cladding/ dado/skirting with stone slabs of various sizes in pattern including 12 mm thick 1:4 cement mortar (Using ready mix mortar) backing, fixing of 6mm (approx.) size angular stone chips to the backside of granite after applying araldite to the unpolished surface of the granite to create a surface suitable for proper bond with backing and filling the space between granite and backing with cement slurry including adequate curing etc. complete as directed.

Providing & fixing seat & back rest using combination of (granite & granite) / (granite & marble) using minimum 18 mm thick natural stone slabs of various sizes in pattern in plain, curved & all geometric shapes including providing 12 mm thick 1:4 cement mortar (Using ready mix mortar) backing for verical & 20 mm thick 1:4 cement mortar (Using ready mix mortar) bedding for horizontal surface, and including fixing of 6mm (approx.) size angular stone chips to the backside of granite after applying araldite to the unpolished surface of the granite to create a surface suitable for proper bond with backing and fixing the granite stone using stone/tile adhesive conforming to IS:15477 (Type 3) and grouting with matching cement slurry mixed mixed with suitable pigments including Providing & fixing with approved stainless steel cramps / pins at suitable intervals to ensure fixing of stone securely, curing, cleaning and including rounding the (edges in semicircle) exposed edges,wastage, final hand polishing, applying waterbased protective coating over the stones, and including water jet cutting of granite/marble in approved design/pattern as per drawing, transporation, packing, wastages etc. complete all as per specifications, drawings and as directed by Engineer in Charge.

Using combination of Rubby Red Granite (Approx. 70% area) and Jet Black Granite. (Approx. 30% area)

Using combination of Rubby Red Granite (Approx. 70% area) and White first quality marble (Raj Nagar) / Makrana. (Approx. 30% area)

Providing, laying and fixing in position at all floors and levels machine cut, machine polished natural granite stone of approved colour of 18 mm thick granite stones of approved quality and of Black/Red Multicolour/White or any other approved shade for flooring, skirting, cladding, treads , risers, tree guard top etc. on brick/ concrete surface etc., with polished granite stone of required sizes fixed with using tile & stone adhesive conforming to IS:15477 (Type-3 adhesive) over the laid over necessary bedding / backing of 20 mm /12 mm thick cement mortar 1:4. (Using ready mix mortar), close jointed and grouted with matching cement slurry mixed mixed with suitable pigments including fixing approved stainless steel cramps / pins at suitable intervals and approved adhesive such as araldite to ensure fixing of stone securely including making necessary recess in the granite to accommodate the hold cramps / pins and approved quality adhesives to ensure the fixing of stone securely grouting the joints with approved pigments,curing, cleaning ,rounding of edges, wastage and final hand polishing etc. complete all as per specifications, drawings and as directed by Engineer in Charge.

Providing ,laying and fixing in position at all floors and levels dressed chiselled natural LIME STONE of approved colour, quality and shade for sitting / flooring, skirting, cladding, treads , risers, on brick/ concrete surface etc., including fixed with using tile & stone adhesive conforming to IS:15477 (Type-3 adhesive) over the laid over necessary bedding / backing of 20 mm /12 mm thick cement mortar 1:4. (Using ready mix mortar), close jointed and grouted with matching cement slurry mixed mixed with suitable pigments and fixing with approved stainless steel cramps / pins at suitable intervals to ensure fixing of stone securely ,curing, cleaning and including rounding the (edges in semicircle) exposed edges,wastage ,final hand polishing, applying waterbased protective coating over the stone etc. complete all as per specifications, drawings and as directed by Engineer in Charge.

18 mm thick dressed chilselled natural LIME STONE of White/Black/Grey or any other approved shade, in all geometric shapes and sizes as per pattern, drawings, quality & pattern.

Providing, laying and fixing in position 20 mm thick machine cut, Factory Dressed natural SAND STONE in required sizes, shade, shape and pattern in plain/curved or any geometric shape of approved quality & colour in in flooring/skirting /cladding, tree guard at all location, including fixed with using tile & stone adhesive conforming to IS:15477 (Type-3 adhesive) over the laid over necessary bedding / backing of 20 mm /12 mm thick cement mortar 1:4. (Using ready mix mortar) including providing and fixing with required stainless steel pins / clamps / dowels,drilling holes, making notches etc. for securely fixing with cram / pins to wall including grey cement slurry/paste and grouting the joints matching colour including rounding the (edges in semicircle) exposed edges, wastage ,polishing all exposed faces etc.complete.as per specifications and drawings and directed by Engineer-in-charge.

20 mm thick machine cut, Factory Dressed natural SAND STONE in combination of sizes (in mm) 300 x 150 / 150 x 150 / 200 x 150 or as per approved size, shade, shape and pattern over cladding.

Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, RHS sections, CI Motif, CI Features etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. {Using structural steel sections of specified grade (YSt 240 / 310) Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227.

Designing, fabricating (Laser Cutting), Erecting & fixing Metal Art Sculpture work of approved design made out of M.S. sheet built up section connected by M.S. Flat/angles/pipes etc fabricated & bent to shape. The height of the metal art is 1200 mm. The art work is consisting of differnet units, finally articulated and connected each one as per the approved image and fixed over RCC pedestal ( As per structural detail). including providing & fixing 400mmx 400mmx 10mm M.S. plate embeded in concrete with suitable lugs over RCC pedestal, including painting the entire assembly with black matt finish or approved finish over a coat of anti corrosive paint of zinc chromate primer and including providing & applying one coat of zinc rich primer after properly cleaning the steel surface with wire brush and mild acid solution followed by washing with water and drying the surface completely, including cutting, welding gas cutting wastages, labour, scaffolding and staging for erecting etc complete as per specfication, drawings & as directed by EIC.

Providing and fixing premium FRP Modern art sculpture, with LED light as per specification made of FRP having size of approved color, shape, design, thickness, hollow/full body, and as per approved manufacturere specification etc. complete all as per specification and as directed by the EIC.

Designing, fabricating,providing and fixing FRP 3D Selfie point of approx. height upto 1800 mm & 1800mm width as approved & as per approved design including fixing the sculpture on vertically with all fixing arrangement including approved protective colourless coat, all materials, labours, scaffolding etc completed all as per drawings, specification and as directed by EIC.

Designing, providing and fixing FRP abacus beads / rings of approved colour, pattern & as per approved Architectural drawings,approx size of 200mm outter dia, 75mm inner dia made out of solid FRP flat tubes of rounded edges of thickness around 25mm, fixing in boundary wall fence SS vertical rod including scaffolding, all materials for fixing, labours, transport etc. complete all as per specification , drawings and as directed by EIC.

Designing, providing and fixing FRP sculpture of Dry Tree OR as per approved Architectural drawings (approx size 600mm x 750mm x 350 mm) including scaffolding, all materials for fixing, labours, transport etc. complete all as per specification , drawings and as directed by EIC.

Providing & carrying out FRP 3D Murals suitable for outdoor using premium quality long-lasting fiber material made over the wall surfaces including necessary surface preparation, clay work of the approved shape and size followed by moulding, post removal of mould etc.all complete all as per specifications, drawings & all as directed by the Engineer in Charge.

Providing & fixing stainless steel work for pipe hand rail at staircase, Entrance Ramp and other stainless works such as spool pieces, pipe sleeves etc, at all floors, levels & location conforming to SS-304 grade of steel preferably schedule-10, using SS pipe in horizontal at top, vertical, inclined including solid pipes as per drawing or as per pattern & design approved by EIC and including necessary S.S bend, tees, Embeded plates, nuts, SS bolt,necessary welding, anchoring with SS anchor fastner of M/s Hilti, grinding, buffing, polishingand fixing in concrete / wall with S.S lugs, making pockets, concreting, making good the surfaces etc. as per specifications, drawings and as directed by Engineer-in-Charge. ( Note:- For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Providing & fixing in position following size Weep holes wherever required in RCC /Masonry walls including cutting to required shape & size all as per specifications, drawings & as directed by the Engineer in-charge.

90 mm dia PVC pipes

Providing & fixing pebble of approved sizes, shape, shade and as per approved pattern including providing & fixing with using tile & stone adhesive conforming to IS:15477 (Type-3 adhesive) laid over the necessary bedding / backing of 20 mm /12 mm thick cement mortar 1:4. (Using ready mix mortar) on concrete/ plaster/ tile surface etc complete all as per specifications, drawings and as directed by the EIC.

Unpolished pebble of 40x20 mm or of approved sizes

Polished pebble of 40x20 mm or of approved sizes

Providing and fixing 60 mm thick (min.) factory made cobble textured paver blocks of specified finish, approved make and colour, shade, size (approx size 100x100mm, 150x150mm, 200x200mm, 200x100mm or other approved), shape laid in pattern manufactured with cement concrete grade not less than M-35 and conforming to IS:15658, including supplying & laying 20 mm thick bedding mortar using ready mixed cement sand mortar (1:4) including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with matching cement slurry and cleaning the surface etc. complete all as per specification and as directed by the Engineer- in- Charge.

Providing and fixing precast factory made grass paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-35 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and including providing & filling red earth in grass paver area and cleaning the surface etc. complete all as per specification and as directed by the Engineer- in- Charge.

70 mm thick Riviera Grass Paver having approx size 475x310 mm or as approved size.

80 mm thick Grass paver having approx size 400x400 mm/600x400 mm or as approved size.

Providing, laying & fixing precast pebble tile of 60 mm thick as per approved size ( Approx size 400x400 mm / 300x300mm or other approved), design & colour combination of M/s VITCO or approved equivalent including supplying & laying 20 mm thick bedding mortar using ready mixed cement sand mortar (1:4) over well consoildited sub-base including filling the joints with matching cement slurry, wastage, labour, cutting, curing etc complete all as per specifications and as directed by the EIC.

Applying stamping finish to the top surface of freshly laid plain / reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer in-Charge. The process shall include the following:- • The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.

• After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm on finished surface. • The construction joints shall be provided by groove cutting of size 4mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)

Providing and fixing factory made precast kerb stone of cement concrete minimum M-25 grade, of size 125 mm wide and 450 mm deep curved at inner edge of 20 mm radius, having length 600 mm / or size as directed by EIC / as per IS:5758 including necessary form work, compaction, finishing, curing, fixing with CM 1:3 (using reday mix mortar), jointing and pointing in cement mortar 1:3 (using reday mix mortar) including earth work and providing & laying 75 mm thick & 200 mm wide PCC 1:4:8 for foundation below kerb stone, and painting in pattern with approved shade & colour kerb marking flat oil paint two coat over a coat of primer etc. complete all as per specification and as directed by the Engineer- in- Charge. (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and fixing 80 mm thick (min.) factory made interlocking paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-40 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge.

Using Shot blasted interlocking paver blocks

Providing and fixing 60 mm thick (min.) factory made interlocking paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-35 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge.

Using Semi-reflective / shot blasted interlocking paver blocks

Providing & fixing in position GI chicken wire mesh / plaster mesh (Hexagonal shape) of 12 mm size hole, made out of galvanised wire of nominal thickness 22 Gauge with zinc coating with necessary "U" hooks, clips or nails at all floors, levels & locations, wherever required to prevent development of cracks in plaster surfaces (Wall-beams joint, Wall-column joint, electrical chasing work, opening of door window to prevent diagonal cracks and other similar loactions to prevent development of cracks in plaster surface) including cutting, fixing, wastage etc complete all as per specifications, drawings and as directed by the Engineer in charge (Only area of chicken mesh provided shall be measured for payment)

Re-arrangment and re-organising the existing rock pieces of various sizes (up to 0.5 cum content) around the existing trees in a artistic way for tree guard by mechanical/manual means including, lifts, loading, unloading,stacking, levelling, spreading, arranging in a systamatic way etc complete as per drawings & as directed by EIC

Designing, providing, applying Artistic paint work using approved acrylic paints of approved picture of natures etc of approx size of 900 mm x 1200 mm over the existing rocks including all as per manufacturer's recommendations and as per the approved sample including providing necessary scaffolding, cleaning the surface with water to remove all coating, dust, filling up cracks & crevices with approved putty, curing the surface etc. complete as per specifications , drawings and as directed by Engineer in Charge

Providing, fixing & Positioning 75mm thick granite stone bench of approved shape & design with back rest size 2000 (L) X 450 (B) X 770 (H) mm in line & Level including foundation work etc. all complete as per specification, drawings & as directed by Engineer-In-Charge.

Supplying, staking and spreading good quality red earth garden soil of approved lot free from stones, pebbles, etc required for plants, lawn etc at the site including all leads, mechanical trasportation etc. completed as directed by Engineer-in-charge (Note:- Earth Measured in stacks will be reduced by 20% for voids, for payment)

Providing & fixing in flooring chequered precast cement concrete tiles of specified size & thickness of approved make, shade, colour, pattern, design including providing & laying 20 mm thick bedding cement mortar of 1:4 using ready mix mortar and including all wastage, labour, material, finishing, curing, maintaiong line, level etc complete all as per specifications and as directed by the Engineer-in-charge.

Using Chequered Tiles of Size 300X300X30 mm thick, conforming to IS:13801, using reday mix Cement Mortar (1:4)

Providing & laying at all floors & locations Homogeneous Full body Anti Skid Vitrified tile of approved manufacturers of sizes 400x400 mm size or as per approved size and having mimimum thickness 12 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding / staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge. Note:- The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

In flooring laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding,

In dado/skirting over 12 mm thick cement mortar 1:4 backing (using reday mix mortar).

Providing, laying & fixing precast Accupressue block of 60 mm thick Triangular Pointed / as per approved Shape, size , design & colour combination of M/s CONCRETO or as per approved manufacturer, laid over a layer of 20 mm thick CM 1:4 bedding (using ready mix mortar) over well consoildited sub-base including filling the joints with CM etc.transporting to site, placing to proper line & level etc including cost all material , labours, tools wastage etc complete as per specficification drawing as directed by E-I-C

400mm x 400 mm or Size as per approved manufacturer, Accupressue block of 60 mm thick Triangular Pointed / as per approved Shape

Providing and fixing factory made FLAG STONE of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with specified cement concrete grade, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge.

Using 80 mm Flag stone having Matt / Shot Blasted / Stone Textured Finish, manufactured using cement concrete of M-40 grade.

Providing & laying rough shahabad stone 40 to 50 mm thick for pavement in footpath including supplying & levelling the stone grit and dust of 50 mm thick in proper line or slope including filling the joints with 30 mm thick PCC 1:2:4 using agg. of 10 mm size an finishing of joints with CM 1:3 with 15 mm x 10 mm groove all around the stone and including providing 100 x 100 mm edging with cement concrete 1:2:4 cleaning site cutting bushes, plants & levelling the surface by excavation upto 150 mm thick, transporting & disposal of the unwanted materials like cut grass, vegetation, surplus earth, debris at directed place etc complete all as per specifications and as directed by the Engineer- in- Charge.

Providing & laying at all floors & locations Homogeneous Full body Glazed vitrified tile of approved manufacturers of sizes 600mm X 600mm or as per approved size and having mimimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in skirting/ dado/ cladding at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge.

In dado / cladding/ skirting using Polished Glazed vitrified tile (PGVT) of size 600 mm X 600 mm over 12 mm thick cement mortar 1:4 backing and fixed with using using tile & stone adhesive conforming to IS:15477 (Type-3 adhesive).

Designing, providing and fixing of 4 mm thick Aluminium Composite Panel (ACP) cladding of approved make and shade at all levels, location & floors including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings for linear as well as curvilinear portions of the building. The Aluminium Composite panel (ACP) composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet, including all labour, material, stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods, cutting, fixing, wastage, scaffolding all complete as per approveddrawings, specifications and as directed by the Engineer-In-Charge. (Note:- Aluminium frame work will be paid under relevant item. ACP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.).

The rate shall be inclusive of following: 1. Structural analysis, design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight. 2. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge.

Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) at all levels, floors, locations for sub frame work (Window, ventilator, door etc), base frame of ACP work & other similar works, using extruded built up and/or standard tubular sections of approved make & shape including providing & fixing suitable dash fastener/ achor fastner, screws, washer, labour, material, cutting, wastage, scaffolding etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge. (Note:- The item includes cost of material such as cleats, sleeves, screws etc necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.

Supplying and fixing in position at all floors, levels & locations, aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements ( including providing & fixing S.S. concealed type 4 lever lock with duplicate keys), 2 / 3 rollers with ball bearings for sliding shutters of approved quality / and including p&F 250 mm long SS friction hinges for side/top hung windows all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching anodised screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing,which will be paid separately. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make. )

Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section.

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment.

6 mm thick toughened clear float glass

Providing and laying at all floors and levels 15 mm (min.) thick or as per specifications of approved manufactuer clay tiles (approx size 230 mm x 75mm x 15 mm thick) cladding as per the approved pattern and colour fixed with approved tile/stone adhesive conforming to IS:15477 (Type-3) to ensure fixing of stone securely over ready mix mortar (1:3) bedding / backing, jointed with 10 mm gap between adjacent clay tiles and grouted with matching cement slurry to match the colour of the tiles, finished to level,line, slope and plumb including cutting of tiles,making openings /cutout if necessary, wastage and final cleaning of surfaces as required,curing etc.complete all as per drawings, specifications & as directed by Engineer in Charge.

Providing & fixing 30 mm EPDM flooring (24 mm SBR / rubber crums + 6 mm EPDM), 6 mm thick EPDM rubber flooring over 24 mm of rubber crumps of approved manufacturer in approved colour combinations, design & pattern, UV resistant and withstand severe weather conditions, suitable for kids play area, including surface preparation where ever required, PU binder/ glue etc complete all as per specification, drawings and as directed by EIC.

Providing and fixing UV resistant Polycarbonate sheet, at all floors, levels & locations, manufactured by approved manufactuter conforming to IS:14443, having approved colour and shade, fixing the sheet using SS self tapping screws of suitable length @ 450 mm C/C (both ways as per availability of member) with drill machine / J or L hook / nut bolts including heavy quality bituminious / EPDM / neoprene / G.I. washe, over structural steel members frame work over terrace including providing & fixing necessary ridges, gabels, valleys, gutters sections and including wastage, overlapps as per manufacturer's specifications, cutting, labour, scaffolding, machines, lifting, fixing etc complete all as per specifications, drawings and as directed by EIC. The sheet shall be opaque or translucent, clear or pigmented as specified and directed. Mode of measurement: Actual area of roof coverings including ridges, eaves, gutter etc. after fixing shall be measured for payment. Corrugation, overlaps shall not be measured for payment.

6 mm (minimum) thickness Plain/Flat sheet

Providing and fixing in position, Gear Type operated by mechnically winding handle, Steel Rolling Shutters of approved make, made from M.S.laths 18 G, 3" (75 mm) size interlocked together throughout entire length and jointed together at the end by end locks mounted on specially desogned pipes shaft with brackets as per IS standards including all necessary fixtures andfittings, top hood (0.90 mm thick), brackets, guide channels, side guides, ceiling strips, inside & outside locking arrangement and painting with a coat of approved steel primer and two coats of approved make and shade synthetic enamel paint, fixing in position in masonry/concrete with necessary coach screws, nuts, bolts etc. making good the masonry/concrete complete all as per specifications and as directed by the Engineer-in-Charge. (Note:- The measurement for Rolling shutters will be as per structural openings. Hood etc will not be measured separately.)

Removing the existing kerb stones from loaction & disposal of unserviceable material at directed place, stacking, loading, unloading, tranporation etc. complete all as per specification and as directed by the Engineer- in- Charge.

Refixing the old Kerb stones at directed place within Anushaktinagar including fixing with CM 1:3 (using reday mix mortar), jointing and pointing in cement mortar 1:3 (using reday mix mortar, as specified) including earth work and providing & laying 75 mm thick & 200 mm wide PCC 1:4:8 for foundation below kerb stone, and painting in pattern with approved shade & colour kerb marking flat oil paint two coat over a coat of cement primer, loading, unloading, tranporation etc. complete all as per specification and as directed by the Engineer- in- Charge.

Removing the existing rough/ smooth finished interlocking paver blocks of 60/80 mm thickness with sub base stone dust including storing serviceale materials and disposing off the debris at directed placeand including stacking, loading, unloading, tranporation etc. complete all as per specification and as directed by the Engineer- in- Charge.

Refixing rough/ smooth finished interlocking paver blocks of 60/80 mm thickness for pavement in footpath / parking at required loactions within Anushaktinagar, including supplying & levelling the stone grit and dust of 50 mm thick in proper line and slope evenly spread over the sub base including consolidation of sub base, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface including stacking, loading, unloading, tranporation etc. complete all as per specification and as directed by the Engineer- in- Charge.

Proof rolling with 8/10 tonne power roller over Sub-Grade of the road to achieve proper consolidation including watering etc complete all as per specifications, drawings and as directed by the Engineer-in-Charge.

Construction of granular sub - base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH specifications 401. (The material of the GSB layer confirming Table 400.1 shall be spread in layers of uniform thickness of 200 mm compacted thickness).

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam as per (MoRTH grade TABLE 400-1. GRADING FOR CLOSE-GRADED GRANULAR SUB- BASE MATERIALS compacted layer shall not be less than 75mm and shall not be more than 200mm) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc by mechanical means at all leads & lifts all as directed by EIC and per MORTH Specifications, clause 406.

Providing and laying Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP / DMP 60-90 TPH capacity / 80 - 100 TPH Capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 as per MoRTH specification clause No. 507 complete in all respects, with VG30 grade bitumen etc as per drawings as directed by EIC

Providing and laying semi dense bituminous concrete 25mm thick using crushed stone aggregates of specified grading, premix with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site laying with paver finisher with electronic sensor to the required grade, level and alignment and rolling with smooth, vibratory and tandem rollers to achieve the desired compaction and density as per MORTH specifications clause no. 500.8 complete in all respects as per MORTH specifications 508. with VG10 grade bitumen as per drawings as directed by EIC

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503.

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503

Providing and laying (12 / 25 mm) thick hot mixed hot laid premixed bituminous concrete as Seal coat using 10 mm down graded stone aggregate, bitumen not less than 7% by weight of total mix of grade VG-30 or 60/70; over bituminous macadam or water bound macadam road surface /asphalt road surfaces, cleaning the road surfaces by wire brushing, brooming including mechanical mixing, transporting, mechanical spreading, machine laying to required line, level, camber and compacting thoroughly with 8 to 10 tonne power road roller etc. complete as per specifications and as directed by Engineer in Charge.

Providing and applying 2.50 mm thick marking strips (retro-reflective) of approved shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surfaces including cost of materials, labour, Tools and plants, cleaning the surfaces of all dirt seals, oil, grease and foreign materials etc. all complete as per specification, drawings and as directed by the Engineer in charge.

Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete.

v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. vii) CPVC pipes and fittings/ specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm.

20 mm(¾") n.size (SDR-11 as per IS:15778)

25 mm (1") n.size (SDR-11 as per IS:15778)

50 mm (2") n.size (SDR-11 as per IS:15778)

65 mm (2½") n.size (Shedule 40)

80 mm (3") n.size (Shedule 40)

100 mm (4") n.size (Shedule 40)

Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge. NOTE: 1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only.

20 mm(¾") n.size

25 mm (1")n.size

50 mm(2") n.size

65 mm (2½") n.size

80 mm(3") n.size

100 mm(4") n.size

Construction of kiln burnt clay brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 230 mm thick brick masonry in Ready mix cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset allround, including racking out joints & plastering in Ready mix cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP coposite / DI / CI / SFRC / RCC / MS) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete.

Chamber measuring 0.6 mtr. X 0.6 mtr. for an initial depth of 600 mm (Clear internal dimension)

Providing & fixing precast approved brand FRP/GRP Composite Manhole covers as approved by Competant athority / E.I.C tested as per IS:1726, including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and Ready mix cement mortar CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the E.I.C.

Square Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover size 600 x 600mm.

Carefully removing of existing CI/MS chamber covers and stacking at the identified locations within Anushaktinagar and including depositing to DCSEM store including with all leads and lifts, stacking, loading, transportation, unloading, depositing etc complete all as per direction of EIC.

Providing & Making medallion flower design in the tile & granite combination as per approved drawings & pattern in the vitrified tile and 18mm thick granite combination in the flooring by cutting the tiles & granite using water jet spray machine for making design at workshop and laid over 20mm thick ready mix cement mortar 1:4 etc. including water jet cutting, transportation, packing, wastages etc. complete as per specifications and as directed by the Engineer-In-Charge.

Providing & fixing Granite stone sphere of natural finish of approved color & design of size 15" Inch. Including scaffolding, all materials for fixing, labours, transport etc. complete all as per specification , drawings and as directed by EIC.

Providing & Fixing custom design, stainless steel 1.20m dia. GPS tower clock (one side) of outdoor use, with dial back light for night time visibility, works with 220 Volts AC Electri power with battery backup, analog display of approved colour & design, acrylic glass with stepper motor driving system with high accuracy etc. complete all as per specification, drawings and as directed by EIC.

Providing & fixing laser cut FRP designer jali for exterior of approved colour & design of approx. size 600mm x 3000mm and 8mm thickness. Fixing with SS clamps & screws etc.Including scaffolding, all materials for fixing, labours, transport etc all complete as per specification, drawing and as directed by EIC

Providing and fixing 304 grade stainless steel letters in Hindi and English of approved size and font having width 345mm, height 360mm, thickness 1.20 mm and depth 30mm including finishing with gold colour PVD coating and fixing over the granite stone/Wall etc. using approved SS Screws including preparing templates in drawing sheets of actual size, placing over the granite slab/ wall etc. and marking the exact position of letters etc., including scaffolding, all materials for fixing, labours, transport etc. complete all as per specification , drawings and as directed by EIC.

Providing, supplying & fixing Stainless Steel Inauguration Plaque made with 18 Gauge thickness Stainless Steel sheet of grade 304 imported PVD coated Gold hairline Finish of size 900 x 1200mm with Aluminium frame of size on all sides of plaque, including SS curtain rod, red color curtain, bilingual letter with approved color, etching process, jointing compound, fixing the same on brick wall with SS screws and all accessories including necessary scaffolding, labours etc. complete all as per approved design, drawings, specification & as directed by EIC.

Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using MS Bright Bars Ornamental MSetc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. {Using structural steel sections of specified grade (YSt 240 / 310)

Description of Work / Item(s)

Amount

ABSTRACT OF COST FOR : DEDUCT REBATE FOR TAKING AWAY

Rebate for taking away the materials including labour, loading, unloading, transportation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge.

Old Reinforcement steel bars, structural steel members, GI pipes, CI pipes, steel frames, steel windows, roofing Sheets, barbed wire, Chain link fencing, concertina coil, weld mesh

Renjin Construction (BID ID -3117505)

Renjin Construction (BID ID -3117505)

Renjin Construction (BID ID -3117505)