Construction of 2 nos. Park in Sector-1, 2 nos. Park in Sector-2, 1 no. Park in Sector-3 at Chibramau Yojna and Harshvardhan Park, Atal Smriti Park and Large Industrial Establishment Makrand Nagar Park, strengthening and beautification of Green Belt

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge

Filling available excavated earth (excluding rock) in trenches. Plinth, sides of foundation etc. in layer not exceeding 20cm in depth consolidating is deposited layer by ramming and watering lead up to 50 and for all lift.

Supplying and filling in plinth with sand under floors, including watering,ramming,consolidating and dressing complete.

Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation

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 (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S (non modular )brick of class designation 150 in superstructure above plinth level up to floor V levelin all shape and size in; cement mortar 1:6 (1 : cement and 6: coarse sand)

Brick work with common burnt day F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Brick work with common burnt day F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Demolishing brick work 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.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

15 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)

Making grooves 10 to 12 mm widex 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required.Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) With birla white putty

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

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

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade fe -500

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge

Providing M-30 Graded RCC Banches 3 Seater of 1.50 M Long 45 CM leg back height as per approved drawing & design in fixing with C.C. in 1:2:4 cement, approved coarse sand & 20 mm stone grit and also i/c supply of all material, labour and tools and plants etc. required for proper completion of the works as per direction of Engineer-in-charge

Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. MAKE ; BAJAJ/VOLMANT/PHILIPS

Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72 Watt. Confirming to IP66 Protection complete in all respect. MAKE - SYSKA/ PHILIPS/BAJAJ/POLYCAB

Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc; (10 Sq mm 2 core)

Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. (15A TPN)

Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (10 Sq mm)

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over acushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (4 Sq mm 3 Core)

Supply and fixing of 20 mtr. High mast shaft of approved make with rising system hot dip glavanized inside & out side dip, heaving pole sheet thickness 4mm. Top dia minimum 150 mm, bottom dia minimum 410mm, base plate 32mm thick, suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 8mm dia, double drum winch. including making suitable foundation as per manufature drawing/site reuiment along with foundation bolts nuts, washers, anchor plates etc complete in all respect.

S/F of LED street light having die cast aluminum body and difuser with driver set sutable 45W to 50W complete all respect.

Supply, Installation, Testing amd Commissioning of LT Panel Fabricated out of 2.0/1.6mm thick CRCA sheet steel, painted with powder coated paint of shade as per the direction of Engineer In-Charge after proper sheet treatment process of sheet steel. The Bus Bar of panel shall be of Electrical grade High Conductive Aluminum alloy of appropriate cross section as per rating.The main bus bar shall run throughout the panel of rating as main incomer rating. The Bus Bar shall be supported by non hygroscopic SMC/DMC Bus Bar supports which shall be mounted on proper interval to ensure the bear the jerks of short Circuit of 50kA for panels having ACB as Incomer & 36kA for panels having MCCB Incomers. Panel shall be constructed in fully Segregated Compartment Design for Each Feeder as per 3b construction Format. The Panel shall be completed in all respect as per IS: 8623 Part-2&3. There shall be Separate Metering Compartment for Incomer Metering and Outgoing Metering can be provided in Switchgear Feeder also. All Incomer Feeders shall be provided with Multifunction Metering along with Phase Indicating Lights and other associated components such as CT, control MCB Terminal Block etc. and all Outgoing Feeders 100A & above shall be provided with 3 phase Ammeter along with phase Indicating Lights and other associated components such as CT, control MCB Terminal Block etc. The Feeders above shall be provided ac accommodated all Measuring Instruments shall be Digital type & all Indicating Lights shall be LED type. Wiring shall be done from 1100V Grade PVC Insulated copper flexible wire. All ACB shall be Electrically operated Draw-out type with Microprocessor Based O/L, S/C & E/F Release of Breaking/Withstand Capacity (ICU/ICs/Icw) 50kA or more All MCCB shall be Thermal Magneetic/Microprocessor with O/L, S/C & E/F Protection along with Required Spreaders & Extended Rotary Handle with pad Locking facility of Breaking capacity (ICU/ICS) 35kA or more All MCB shall be Thermal 10KA 'C' Curve Feeder wise prize against above specification shall be as under categary-B 20.1.18 63A FP MCCV 36KA with Spreaders & extended rotary handle

Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilever

Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (Single leaf)

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.

Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .

Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 250 mm x 10mm

Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm

Providing and laying integral cement based water proofing treatment (brick coba )including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap.

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete with Felxible pipe 32mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15mm nominal bore

Providing and Fixing C.P. brass Ablution health faucet assembly with 1.0 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC]-Make-JAQUAR ALD-565

Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore-ESSCO SQT 526AKN

Supplying & Fixing of CP soap tray fixed to the wall with PVC rubber plug with CP brass screws- Make-ESSCO AEC-1131

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, punning, rounding the edges and making and finishing the outlet complete. 110mm

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm

Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25mm dia nominal bore (Internal work, exposed on wall)

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

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

Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore

Providing and fixing gun metal gate valve with wheel of approved quality. 20 mm dia nominal bore

Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 20 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular Tank

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes 80mm to 300mm diameter.

Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 110mm diameter S.W.R. Pipe

Providing & fixing 75 mm dia vent pipes.

Providing & fixing of 75mm dia PVC Cowl (MR)

Making Soak pit 1.25m diameter 2.5 mtr depth including excavation disposal of surplus earth refilling it with coarse aggregateand RCC slab on top 1 :2 :4 with 450mm dia manhole cover and frame complete as required as per the standard design and as per direction of engineer-in-charge.

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