| 1 | 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 15.43.1 Water bound macadam road.\n | | 120 | Sqm |
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| 2 | 2 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :15.43.2 bituminous road. | | 120 | Sqm. |
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| 3 | 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | | 57 | Cum. |
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| 4 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m. | | 21 | Cum. |
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| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | | 18 | Cum. |
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| 6 | 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 34 | Cum. |
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| 7 | 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 1.7 | Cum. |
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| 8 | 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | | 3.3 | Cum. |
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| 9 | 9 | Centring and shuttering including strutting,propping etc. and removal of form for Centring and shuttering including strutting,ropping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | | 15.5 | Sqm. |
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| 10 | 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | | 36 | Sqm. |
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| 11 | 11 | Columns, Pillars, Piers, Abutments, Posts and Struts.Column | | 26 | Sqm. |
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| 12 | 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | | 149 | Sqm. |
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| 13 | 13 | Reinforcement for R.C.C. work including Straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | | 2853 | Kg. |
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| 14 | 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | | 16 | Cum. |
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| 15 | 15 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm. | | 36 | Sqm. |
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| 16 | 16 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work. | | 198 | Rmt. |
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| 17 | 17 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | | 113 | Sqm. |
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| 18 | 18 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | | 3548 | Kg. |
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| 19 | 19 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.\n\n | | 72 | Sqm. |
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| 20 | 20 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching\npigment etc, complete.\n | | 30 | Sqm. |
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| 21 | 21 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement sqm 716.35 | | 58 | Sqm. |
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| 22 | 22 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand). | | 42 | Sqm. |
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| 23 | 23 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | | 42 | Sqm. |
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| 24 | 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture\n\n | | 53 | Sqm |
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| 25 | 25 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.23.1 For vertical surface two coats @ 0.70 kg per sqm sqm 484.45\n22.23.2 For horizontal surface one coat @1.10 kg per sqm. | | 102 | Sqm. |
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| 26 | 26 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar | | 37 | Cum |
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| 27 | 27 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | | 92.97 | Cum |
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| 28 | 28 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | | 92.97 | Cum |
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| 29 | 29 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502 | | 464.86 | Sqm |
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| 30 | 30 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, (MISCELLANEOUS 3-1-1) | | 6589.2 | Sq.m. |
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| 31 | 31 | Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% 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 as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size (Morth 5-6-2) | | 173.27 | Cum |
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| 32 | 32 | Providing and 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 @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix) (Morth 5-8-2) | | 112.02 | Cum |
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| 33 | 33 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thickess including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | | 82.94 | Sqm |
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| 34 | 34 | Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. | | 1200 | No |
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| 35 | 35 | Supply and fixing of Plastic Spring Post 900 mm high and 100 mm in dia (having 2 strips of 75mm wide Type IV retroreflective tape fixed around the post) with base dia 400 mm fixed to the ground with adhesive and nuts and bolts. | | 202 | No |
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| 36 | 36 | Providing and Fixing of statue including material labour, Transportaion up to site and T&P etc complete for completion of the work. | | 1 | 1 Job |
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| 37 | 37 | 15mm Clear Steam Jet Nozzle MOC Brass with Chrome Platted | | 228 | Nos |
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| 38 | 38 | Stainless Steel 304 in 2'' Inch Pipe Header 30' Feet Long with Mounting/Holding Fixtures | | 1 | Unit |
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| 39 | 39 | Submersible 9V/18 Watt LED IP-68 Ratting Lights MOC Noryl.\nModel No. CWF – 6x3 RGB\nIP Rating - IP 68\nColour - RGB\nBulb - LED Red 2 X 3W, Green 2 X 3W, Blue 2 X 3W\nWattage - 18W\nVoltage - 9V DC\nLens Angle - 25-degree, Type - Submersible | | 15 | Nos |
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| 40 | 40 | DMX Module Control for 18-Watt LED Lights. UPTO 15 Lights | | 1 | Nos |
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| 41 | 41 | 5HP/3.7KW Three Phase Open Well Submersible Pump. (For Water Feature) | | 1 | Nos |
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| 42 | 42 | 1HP/.75 KW Single Phase Open Well Submersible Pump. (For FIlter) | | 1 | Nos |
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| 43 | 43 | Outdoor Auto/Manual Control Panel for 5HP Pump and Lights Made of 16 Gauge CRC Sheet Powder Coated with Starter, Single Phase Prevention, MCB, Volt-Meter, Amp Meter, DP MCB's, Protection Circuits Etc. And Space for Step-Down Transformers for The Lights | | 1 | Unit |
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| 44 | 44 | bobbin wound polyster Fibre Glass, Filtration Velocity : 20m3/hr/m2 Dia. 450 mm working pressure 2.5 kg/cm2 Flow rate: 20 m3/hr outlet connection 2\" MPV, complete with pressure gauge, manual bleeder, water drain, empty drain for filter media with 300mm bed depth Make | | 1 | Unit |
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| 45 | 45 | Inline Chlorine Dozer | | 1 | Unit |
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| 46 | 46 | Complete plumbing materials required for the fountain in uPVC Pipe in 10/6KG Such as Pipes, Tee, Elbow, MTA, FTA, Bush, Ball Valve and Solvent. (Excluding inlet and drain). | | 1 | Nos |
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| 47 | 47 | Complete electrical work required for the Such as 2.5sqmm 3 Core Flat Submersible Cable for Pumps, 1.5sqmm 4 Core Cable for Lights, Conduits, Band, PVC Tape and Submersible Joints. | | 1 | Lot |
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| 48 | 48 | Shop Drawing, Labor Execution, Installations, Testing, &Transportation. | | 1 | Job |
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| 49 | 49 | Floor Inlet Nozzle MOC ABS | | 8 | Nos |
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| 50 | 50 | PVC Header In 2 Inch Pipe 30' Feet Long | | 1 | Unit |
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| 51 | 51 | Submersible 9V/18 Watt LED IP-68 Ratting Lights MOC Noryl.\nModel No. CWF – 6x3 RGB\nIP Rating - IP 68\nColour - RGB\nBulb - LED Red 2 X 3W, Green 2 X 3W, Blue 2 X 3W\nWattage - 18W\nVoltage - 9V DC\nLens Angle - 25-degree, Type - Submersible | | 19 | Nos |
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| 52 | 52 | DMX Module Control for 18-Watt LED Lights. UPTO 15 Lights | | 1 | Nos |
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| 53 | 53 | 3HP/3.7KW Three Phase Open Well Submersible Pump. (For Water Feature) | | 1 | Nos |
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| 54 | 54 | 1HP/.75 KW Single Phase Open Well Submersible Pump. (For FIlter) | | 1 | Nos |
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| 55 | 55 | Outdoor Auto/Manual Control Panel for 5HP Pump and Lights Made of 16 Gauge CRC Sheet Powder Coated with Starter, Single Phase Prevention, MCB, Volt-Meter, Amp Meter, DP MCB's, Protection Circuits Etc. And Space for Step-Down Transformers for The Lights | | 1 | Unit |
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| 56 | 56 | bobbin wound polyster Fibre Glass, Filtration Velocity : 20m3/hr/m2 Dia. 450 mm working pressure 2.5 kg/cm2 Flow rate: 20 m3/hr outlet connection 2\" MPV, complete with pressure gauge, manual bleeder, water drain, empty drain for filter media with 300mm bed depth Make | | 1 | Unit |
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| 57 | 57 | Inline Chlorine Dozer | | 1 | Unit |
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| 58 | 58 | Complete plumbing materials required for the fountain in uPVC Pipe in 10/6KG Such as Pipes, Tee, Elbow, MTA, FTA, Bush, Ball Valve and Solvent. (Excluding inlet and drain). | | 1 | Nos |
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| 59 | 59 | Complete electrical work required for the Such as 2.5sqmm 3 Core Flat Submersible Cable for Pumps, 1.5sqmm 4 Core Cable for Lights, Conduits, Band, PVC Tape and Submersible Joints. | | 1 | Lot |
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| 60 | 60 | Shop Drawing, Labor Execution, Installations, Testing, &Transportation. | | 1 | Job |
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| 61 | 61 | S/L of 4x4sqmm Al armoured cable | | 100 | Mtr |
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| 62 | 62 | S/B of Maintenance free zinc coated G.I. earthing electrodes Pipe in pipe (Dual pipe Tehnology) with highly conducting metallic compounds with the permanent sealings at both the ends Electrode of 2 mtr long 50 mm dia of outer pipe with 25.4 mm dia of inner pipe with Ground enhancing compound - 25kgs each, 2bags/ 50 kgs the electrode shall be duly tested at certified by CPRI | | 2 | No |
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