CONSTRUCTION OF PARK AND PCC ROAD IN BLOCK CAMPUS MEHARMA UNDER BLOCK MEHARMA DIST GODDA.

per litre

Point

Supplying fitting and fixing panel board with MCB voltmeter main with starter having starting capacity and running capacity with indicator etc. all complete required for submerfible pump set.

provision and supplying of sutaible arrangment of MS plate or reducer socket for installation of extra deep wel Hand pump......do..........do.......E/I.

Supplying, Lowering of uPVC pipe of 50 mm dia heavy duty including of required fittings,solvent etc.all complete job as per direction of E/I.

PARK BENCH Cast Iron Powder Coating Garden Bench, Capacity 3 Seater

RCC Precast Garden Bench

WOOD BENCH

OPEN GYM Air Walker/ Stroller Single

Double Twister ( Both Sitting ) Twister - Outdoor Gym Equipment

Outdoor Gym Equipments Leg PressDouble

Builder/ Arm Wheel- Outdoor Gym Equipment

500mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 3 mm Parallel Bar - Outdoor Gym Equipment

CHILDREN PLAY EQUIPMENT Installations Outdoor Playground Plastic Equipment

Rectangular Loop Ring Climber, Size: Standard

Simple Monkey Bar

Installation, Testing & Commissioning of Solar Street Light (LED based) consist of white LED luminaire ( LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn

DRINKING WATER MACHINE

BADMINTON COURT POLE

MAIN DISTRIBUTION BOARD (MDB) Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated Main Dist. Board( MDB) , fabricated out of 14 guage CRCA sheet steel in cubical, compartmentallised, free standing , dust and vermin proof, (degree of protection-IP42)with reinforcement of suitable size angle iron, channel, T -iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panels. Panels shall be treated with all anti-corrosive process before painting as per specification. Panels shall be suitable for 415V, 3-Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels.Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated)As per Specification. The MDB shall broadly comprise of the following equipment/components) Incoming Feeders:- Incomer- 250A, TPN MCCB (P-2), 35 kA for 1 sec (Ics=100%Icu) Breaking capacity (Variable thermal rating 80-100%, variable magnetic rating 6-10 times) with factory made silver plated copper spreading links- 1 No. Outgoing Feeders:- 100A TPN MCCB - 03 Nos. 63A TPN MCCB - 07 Nos. 40A TPN MCB, - 17 Nos. 300A TPN Copper bus bar in metal encolsure with fixing clamps Indication lamps(On- Off Trip Power On -- RYB) Supplying, Installing, Testing & Commisioning cost of Main Distribution Board (MDB) all complete with all necessary items as per direction of E/I.

Labour cess @ 1%

BoQ_Ver3.0

SUB-LIGHTING DISTRIBUTION BOARD TYPE-A (SLDB Typ-A) Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated Sub-Lighting Dist. Boards Type-A( SLDB Typ-A) , fabricated out of 14 guage CRCA sheet steel in cubical, compartmentallised, free standing , dust and vermin proof, (degree of protection-IP42)with reinforcement of suitable size angle iron, channel, T -iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panels. Panels shall be treated with all anti-corrosive process before painting as per specification. Panels shall be suitable for 415V, 3-Phase, Four wire, 50 Hz suppl

y complete with earth bus and lifting hooks as required in case of large panels.Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated)As per Specification. The SLDB Type-A shall broadly comprise of the following equipment/components) Incoming Feeders:- Incomer- 40A, TPN , MCB ("C" CURVE), 10 kA 1 No. 40A, 4P , RCCB 100mA/300mA 1 No. Outgoing Feeders:- 16A SPN MCCB - 12 Nos. 100A TPN Copper bus bar in metal encolsure with fixing clamps Indication lamps(On- Off Trip Power On -- RYB) Supplying, Installing, Testing & Commisioning cost of ub-Lighting Distribution Board (SLDB Type-A) all complete with all necessary items as per direction of E/I.

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

PAVER & KERB STONE Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Providing P.C.C.M - 150 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.

Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth dressing to camber and consolidating the sub grade and disposal of surpluys earth lead upto 50 mtr.

Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light trafficparking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Plantation Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).

Carnation (double) Lilliput

Gerbera hybrid double

Verbena hybrid

BORING Supplying all materials, labours and tools and equipment for drilling 200x150 x125mm dia bore well in any kind of soil and rock by using DTH Super Rig machine and ball hammer technology inclusive of mobilization, demobilization, demobilization of rigs air compressor all accessories of rigs tool and plant labour etc. all complete job including transportation charge. (a) 0.00 to 50.00 M below G.L.

(b) 50.00 to 125.00 M below G.L.

Supplying, assembling, lowering and fixing in vertical position in bore well, un-plasticized PVC medium well casing (CM) pipe of required dia, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia.

Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, all as per requirement and direction of Engineer-incharge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe,Nremovable as per requirement, all complete for borewell of 150Nmm dia.

Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts required size complete. 150 mm clamp.

Supplying fitting and fixing of KSB/KIRLOSKER/CRI make 1.00/1.5HP Submersible pump set having head of 135 metre including all taxes, royalty, etc.all complete job as per direction of E/I.

Supplying of 3 core 4 sq. mm flat copper cable of Finolex make for pump set connection with panel board including labour cost and making conneting etc. all complete.

Cost of one of ISI marked extre deep indiaa mark -II hand pump confirming to IS 13287 :1992 with latest amendment no Is 1to 6 complete with all ......do....do......E/I.

CHABUTRA Earth work excavation of foundation in hard or gravelly soil within initial lead of 50m and initial lift of 1.5m including dressing the sides, leveling the bed and depositing the excavated materials away from the work site, shoring etc if required, complete the item of work in all respect as per direction of the Engineer-in-charge.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification direction of E/I. (Mode of measurement compacted volume)

Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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) :8 graded stone aggregate 40 mm nominal size)

Providing designation 75 A brick work in C.M.(1 :6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.

CARRIAGE OF MATERIALS Local Sand

Stone Chips

Brick

Cement

B.WALL Earth work excavation of foundation in hard or gravelly soil within initial lead of 50m and initial lift of 1.5m including dressing the sides, leveling the bed and depositing the excavated materials away from the work site, shoring etc if required, complete the item of work in all respect as per direction of the Engineer-in-charge.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification direction of E/I. (Mode of measurement compacted volume)

Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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): 3 graded stone aggregate 20 mm nominal size)

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Providing Tor steel reinforcement of 1Omm.,12mm & 16 mm dia bars as per approved design and drawing TMTC-500 8mm dia

TMTC-500 10mm dia

TMTC-500 12mm dia

Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

OPEN GYM FOOTING & FLOOR Earth work in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees,, shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in herd soil es per specificatlon and directian of E/I(Vide cleseitfioetion of soil item_B)

Providing designation 75A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth & floor including ramming & watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

Providing and laying in position cement concrete of specified grade |excluding the cost of centering and shutfering All work up to plinth level:1:2:4 (1 cement: 2 coarse sand (zone-1) :4 graded stone aggregate 20 mm nominal size)

Providing and laying in positionspecified grade of reinforaed cement concrete, excluding the cost of centering, shutterhe. finishing and reinforcement- All work upto plinth level.1.5:3 (1 cement: 1.5 course sand (zone-1): 3 graded stone geregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Providing TOR Steel reinforcement of 10mm ,12mm ,& 16mm. dia bars as per apporoved design and drawing excluding carrige of bars to work site ,cutting ,bending , and bending with annealed wire with cost of wire , removal of rust , placing the rods in position all cpomplete as per building specification and direction of E/I . TMTC-500 8mm dia

TMTC-500 12mm dia

TMT-500 16mm dia

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

CARRIAGE OF MATERIALS

EXTERNAL ELECTRICAL SUPPLY OF LT CABLE Supply of following sizes and core PVC/XLPE insulated, PVC sheathed armoured electrical cable with aluminium conductor for working voltage upto 1.1 KV etc as required. 3.5c x 95 sq.mm

LAYING OF LT CABLES:- Laying of one nùmber PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 35 sq mm but not exceeding 95 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required

Hume Pipe for Cable protection:- Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 35 sq. mm and upto 95 sq. mm

S/F T.P. MCB DB:- Supplying and fixing following way three pole & neutral ,sheet steel, MCB distribution board, 415 volts, onsurface /recess, complete with tinned copper bus bar, neutral bus-bar, earthbar ,dinbar, interconnections, powder painted including earthing etc. as required. 4 Way (4 + 12), Double Door, Horizontal type

6 Way (4+18) Double Door, Horizontal type

S.I.T.C of followig rating approved make LED bollard fitting with cylindrical shape and inverted cone shape head of height 600 to 850mm power input 8/9 watt with die cast aluminium housing opel with PC diffuser, IP:65/54 protection, conferming to IS:10322 part 5 etc all complete as required. (excluding plinh charges)

9 Mtr. height Octagonal Hot Dip galvanized pole( BOP - 9032) with top dia 70 mm, bottom dia 175 mm & made of 3 mm thick sheet, base plate dimensions 275 X 275 X 16 mm (LxBx T) including suitable sizes of foundation bolt all complete as regd. (Without Arm)

2m Double Arm suitbale for 90mm Top

Installation, Testing & Commissioning of the 9 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, and construction of shallow foundation with M25 grade concrete considering safe soil |bearing capacity of 101T/mtrs sq. but excluding wire and MCB

4- Way (4+12) ,TPN,MCB DB,Double door , Horizontal type

LED FLOOD LIGHT(200 W)

TOILET Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling , ramming the foundation trenches, removing roots of trees , surbs all complete as per approved design, building specification and direction of E/I.

Extra for earth work in hard soil as per specification and direction of E/I. (vide classification of soil item - B)

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade |excluding the cost of centering and shutfering All work up to plinth level:1:2:4 (1 cement: 2 coarse sand (zone-1) :4 graded stone aggregate 20 mm nominal size)

Providing designation 75 A Brick work in C.M (1:4) in foundation & plinth with approved quality of clean coarse sand of F. M.2 to 2.5 including providing 10mm thick mortar joints costs of screening, materials , scaffolding, raking out joints to 15 mm depth curing , taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75 A brick work in C.M.(1 :6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing designation 125 mm thick reinforcement designation 75 A brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carriage of materials, scaffolding raking out joints to 15 mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.

Providing and laying in positionspecified grade of reinforaed cement concrete, excluding the cost of centering, shutterhe. finishing and reinforcement- All work upto plinth level. 1.5:3 (1 cement: 1.5 course sand (zone-1): 3 graded stone geregate 20 mm nominal size)

Reinforded cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajas, 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 1:15:3 cement: 1.5 coarsesand(zone-l):3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in wals (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets column pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering& finishing and reinforcement : 1:1.5:3 cement: 1.5 coarse sand (zone-l):3 graded stone aggregate 20 mmnominalsize)

Providing TOR Steel reinforcement of 10mm ,12mm ,& 16mm. dia bars as per apporoved design and drawing excluding carrige of bars to work site ,cutting ,bending , and bending with annealed wire with cost of wire , removal of rust , placing the rods in position all cpomplete as per building specification and direction of E/I . TMTC-500 TMTC-500 8mm dia

TMTC-500 10mm dia

TMTC-500 12mm dia

TMT-500 16mm dia

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform.

Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 6 mm , cement plaster (1:4) in ceiling with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing and applying WHITE cement based putty 1 mm thickness over plastered surface to prepare the surface even and smooth complete

Providing two coats of plastic emulsion paint of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty whereever required, scafffolding, washing of floors & taxes all complete as per building specification and direction of E/I

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete

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.

Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.)

Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames einforced by galvanized M.S

. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge 9.117.1 Extruded section profile size 48x40 mm

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (±0.2 mm) with inbuilt edging on both sides. The styles and rails mitredand joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filledwith a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

Supplying, fitting and fixing fully glazed steel door, windows or ventilators of standard Z and mullion steel sections and size as per IS 1038 joints met and welded with 100x16x3mm M.S Lugs fixed in cement concrete 1:2:4 blocks 15x10x10 cm size including cost of oxidized iron fittings with hinges handle per steps catch springs 3mm thick plain glass panes with aluminium beads and inner frame fixed with lugs with 20mm long 6.3mm G.I counters sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site, hosting & placing in position in all stories and taxes all complete as per building specification and direction of E/I.

Kota stone slabs 25 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm. 20 to 25 mm thick -

CARRIAGE SAND

CEMENT

STEEL

BRICK

PLUMBING Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'p' trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S equivalent make, complete with all fittings, C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixed a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than 50grms, 15mm P.V.C. connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. 580 mm. long With 10 lit. low level P.V.C Cistem

Supplying, fitting and fixing 40mm high vitreous white glazed ware E.W.C. with "p" trap of parry/hindustan or any other approved I.S.S. make including supplying and fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make and complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle cock of approved qualty weight not less than 450grams 15mm P.V.C. alkathene pipe 45cm. long with brass coupling at both ends and White/black plastic solid state seal and lead of commander/cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide prining, all complete as per specification and direction of E/I. With s trap 10 lit. low level P.V.C cistern

Supplying fitting and fixing flat back or angular, lipped front vitreous white glazed earthen ware urinal of Hindustan "Parry" or any other approved ISS make with 5 liters capacity C.I. automatic fulsing cistern of reliance for any other I.S.S. approved make with all fittings clamps, 15 mm C.I. body brass spindle stop cock of approved quality weight not less than 400 grams 15 mm P.V.C /Alkthene pipe 450 mm long with bras coupling at both ends and doing plumber joints including painting of exposed part with two coats of approved paint over a priming coat of red oxide cutting wall and floor, making good the same etc all complete as per specification and direction of E/I . Flat back or standing corner (600x350)

Supplying, fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S approved make supported on painted C.I. or R.S. brackets 32mm C.I. brass waste, 15mm dia C.I. body spindle stop cock of approved quality of weight not less than 350grams, 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I.

Supplying, fitting and fixing H.C.I. pipes with ear of approved make conforming to I.S.I. 1729 including supplying nails and bobins short pieces, cutting loose collars, lead and yarn for making lead caulked joints, cutting pipes to size including earth woek or scaffolding where necessary etc. all complete as per specification and direction of E/I. 100mm dia

75mm dia

Supplying and fixing H.C.I. fittings of approved make confirming to I.S.S. 1729 including supplying nails and bobines lead and yarn from making lead caulked joints including earthwork or providing scaffolding as the case may be all complete as per specification and direction of E/I. H.C.I. Heal Rest bend 100 mm dia (wt. 5.5 kg. app)

80 mm dia (wt. 4 kg. app)

H.C.I. double junction with door and ear 100 mm dia (wt. 15.5 kg. app)

80 mm dia (wt. 15.5 kg. app)

Floor trap with grating 100mm dia

Norton patent H.C.I. Cowel 100mm dia (wt. 3.25 Kg appx.)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single pushfit Coupler 110 mm

Single tee with door 110x110x110 mm

Bend 87.5° 110 mm bend

Shoe (Plain) 110 mm Shoe

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 PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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 dir

ection of Engineer in Charge. 15 mm dia

32 mm nominal outer dia Pipes

20 mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore

25 mm nominal bore

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked 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.

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line

Point Wiring in PVC Conduit, with Modular type Switch:- Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with modular type switch, modular plate, suitable size of GI box etc as required. Group C

S/F Ceiling Rose :- Supplying and fixing 2pin 5 amp ceiling rose on the existing junction box/wooden block including connection as required etc.

S.I.T.C of following rating surface mounted LED tube lightfitting suitable for 230V 50Hz, single phase supply etc. compete as required. 20w/22w LED tube

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

10 Watt LED Bulb

12" (300mm) Exhaust fan

Installation of exhaust fan upto 450mm sweep in the existing opening, including making the hole to suit the size of he above fan making good the damage, connection, testing, commisionig etc as required.

S/F light plug point with modular type accessories :- Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required.

S/F light plug point with modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.

S/F Modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required.

EARTHING PROTECTION Copper earth pipe electrode :- Earthing with G.I. earth pipe 4.5mtr. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal or coke and salt as required.

P/F 25mm x 5mm copper earth strip in surface/ recess :- Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc., as required.

S/L 25 mm x 6 mm G.I. earth strip in ground :- Supplying and laying 25 mm X 6 mm G.I strip at 0.50 metre below ground as strip earth electrode, including soldering etc.

S/F T.P. MCB DB:- Supplying and fixing following way three pole & neutral ,sheet steel, MCB distribution board, 415 volts, onsurface /recess, complete with tinned copper bus bar, neutral bus-bar, earthbar ,dinbar, interconnections, powder painted including earthing etc. as required. 6 Way (4+18) Double Door, Horizontal type

SUBMAIN WIRING COPPER IN PVC CONDUIT Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit. 4R X 4 sq. mm + 2R x 4 sq.mm Earth Wire

CIRCUIT WIRING COPPER IN PVC CONDUIT FOR 5A & SWICTH BOARD:- Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit. 2R X 4 sq. mm + 1R x 4 sq.mm Earth Wire (15 A Sockets)

Providing coarse clean sand in filling in foundation trenches or in plinth & floor including ramming & watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

2R X 2.5 sq. mm + 1R x 2.5 sq.mm Earth Wire (5A Sockets & Switch Boards)

SEPTIC TANK Earth work in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees,, shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in herd soil es per specificatlon and directian of E/I(Vide cleseitfioetion of soil item_B)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutfering All work up to plinth level:1:3:6 (1 Cement: 3coarse sandzone-ll):6 graded stone aggregate 20

Providing designation 75A brick work in C.M (1:4) in foundation and plinth -do-

Providing 12mm thk. Cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.

Providing 19mm thk. Water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other water proofing compound including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.

Centring and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform.

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in stair case with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including centering, shuttering, screening, mixing cement concrete in mixer placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Reinforded cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth lev

el up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:15:3 cement: 1.5 coarsesand(zone-l):3 graded stone aggregate 20 mm nominal size).

TMTC-500 8mm dia

(i) C.I. cover and frame 300 x 300 mm inside

(ii) S.C.I. plain bend 100 mm dia

(iii) S.C.I. Tee 150 mm dia

PCC ROAD Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Clearing and Grubbing Road Land (.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 clause 401

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Carriage of Materials Cement-10km

Sand -55KM

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Stone chips-40KM

Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 clause 401

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Stone Metal -40 KM

STEEL

Labour cess @ 1%