Development of Chanchani Colony park under Ward 21 under Dhanbad Municipal Corporation (2nd Call)

JH_BCD_2022_5.1.1Earth work in excavation in foundation trenches - do - all complete as per building specification and direction of E/I.

JH_BCD_2022_5.1.2Extra for earthwork in hard soil as per specification and direction of E/I (Vide classification of soil item -B)

JH _BCD_2022_5.1.7Filling in foundation trenches and plenth - do - all complete as per building specification and direction of E/l (Mode of measurement compacted volume)

JH_BCD_2022_5.1.10Providing coarse clean sand in filling in foundation trenches -do - all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

JH_BCD_2022_5.6.3Providing 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.

JH _BCD_2022_5.3.1.5Providing P.C.C (1:3:6) in foundation -do - all complete as per building specification and direction of E/I

JH _BCD_2022_5.3.2.1Providing R.C.C (1:1.5:3) in foundation -do - all complete as per building specification and direction of E/I

JH _BCD _2022_5.3.17.1Centering and shuttering including strutting , propping etc. and removal of form for foundation , footing , bases of columns, etc for mass concrete

JH _BCD_2022_5.3.9.1Providing R.C.C (1:1.5:3) in band at plinth -do - all complete as per building specification and direction of E/I

JH _BCD_2022_5.2.14Providind designation 75 B brick work in C.M. (1:6) in superstructure - do-as per specification and direction of E/I.

JH BCD_2022_5.3.17.5Centering and shuttering including strutting , propping etc. and removal of form for Lintels, beams , plinth beams, girders, bressumers and cantilever.

JH _BCD_2022_5.5.30Supplying, fitting and fixing M.S grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm. M.S. square bars fitted on 25 x 25x 6 mmM.S. angle frame -do- (when steel is not supplied by deptt. )

JH_BCD_2022_5.3.10Providing R.C.C (1:1.5:3) in column -do- all complete as per building specification and direction of E/I.

JH_BCD_2022_5.3.17.6Centering and shuttering including strutting , propping etc. and removal of form for columns, pillars, piers, Abutments, posts and struts.

JH_BCD_2022_5.7.3Providing 12 mm thick cement plaster (1:6) -do- all complete as per building specification and direction of E/I.

DSR_2023_8.2Providing and fixing 18 mm thick gang saw cut ,mirror polished - -do- all complete as per building specification and direction of E/I.

JH_BCD_2022_5.8.21Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/l.

JH_BCD_2022_5.8.41Providing primer one coat of red lead paint of approved make over new steel surface -do- all complete as per building specification and direction of E/I.

JH_BCD_2022_5.8.45Providing two coat of synthetic enamel paint of approved shade and make over steel surface -do- all complete as per building specification and direction of E/I.

JH_BCD_2022_5.5.5(A)Providing TMT steel reinforcement - do - all complete as per building specification and direction of E/I.

Carriage of materials:- Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Stone Metal lead 23 km

Bricks lead 8 km

Steel lead 3 km

JH_BCD_2022_5.1.1Earthwork 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.

JH_BCD_2022 5.1.2Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item_B)

JH_BCD_2022_5.1.7Earth 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)

JH_BCD_2022_5.1.10Providing 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).

JH_BCD_2022_5.6.3Providing 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.

JH_BCD_2022_5.3.1.5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering .all work up to plinth level:

JH_BCD_2022_5.2.6Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

JH_BCD_2022 _ 5.3.5Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).

JH_BCD_2022_5.2.14Providing designation 75 B 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.

JH_BCD_2022_5.3.9.1Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering ,finising and reinforcement- all work up to plinth level,1:1.5:3(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm normal size).

JH_BCD_2022_5.3.10Reinforced cement concrete work min wall (any thikness), including attached pilasters,buttresses,plint and string courses,fillets,column,pillars,piers,abutments,posts and struts etc. above plint level up to floor five level, excluding cost of centering, shuttering ,finishing and renforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) :3 grade stone aggregate 20 mm normal size).

JH_BCD_2022_5.3.11Reinforced cement concrete work in beam, suspended floors,roofs having slope up to150 landings,balconies,shelves, chajjas,lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floors five level,excluding the coast of centering,shuttering,finishing and reinforcement ,with 1:1.5:3(1 cement :1.5 coarse sand (zone III) :3 graded stone aggregate 20 mm normal size).

JH_BCD_2022_5.3.13Reinforced cement concrete work in arches,archribs, domes , vaults,shells,folded plate and roofs having slope more than 150 up to floor five level, excluding the cost of centering, shuttering, finishing and renforcement, with 1:1.5:3(1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm normal size).

JH_BCD_2022_5.3.17.1Centering and shuttering including strutting,propping etc.and removel of form for.

JH_BCD_2022_5.3.17.3Centering and shuttering including strutting,propping etc.and removel of form for.

JH_BCD_2022_5.3.17.5Centering and shuttering including strutting,propping etc.and removel of form for.

JH_BCD_2022_5.3.4providing and fixing at or near ground level precast cement concrete in kerbs,edgings etc.asper approved pattern and setting in position with cement motar 1:3 (1 cement :3 corse sand),including the cost of requirment centering,suttering complete.1:11/2 :3 (1 cement :11/2 coarse sand (zone-III):3 grade stone aggregate 20mm nominal size).

JH_BCD_ 5.5.5(A)_2022Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

DSR_2023_ 9.119/212Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinfoorced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Enginner-in-Charge.

DSR _2023_ 9.120.2/163Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing. (ii)30 mm thick pre laminated PVC door shutters.

DSR _2023_ 21.1/200Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285 fixing with dash fasterners of required dia and size, including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required DPDM rubber/neoprene gasket etc., aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling C.P. brass/stainless steel screws, all complete as per architetural drawings and the directions of Engineer-in-charge (Glazing, panelling and dash fasteners to be paid for separately)

DSR_2023_ 21.3/201Providing and fixing glazing in aluminium door, windows, ventilators, shutters and partitions etc, with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge (cost of aluminium snap beading shall be paid in basic item)

JH_BCD_2023_5.5.30Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat 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/l. (where materials is not supplied by the deptt.)

JH_BCD_2023_5.6.19_(iv)Providing and laying Doublecharge vitrified floor lites in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 / ISO 13006 of approved make, In all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement: 4 coarse sand). Jointing with grey cement slurry@ 3.3 kg/ sqm Including grouting the Joints with white cement and matching c l ements etc., complete. Size of Tile 600x600 mm.

JH_BCD_2022_5.6.21_(ii)Providing and laying 25mm thick white makrana marble stone slab flooring of approved quality over 19mm thick lime mortar (1:1:1) (lime putty:" Surkhi : Coarse sand) laid and joined with white cement slurry 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. (ii)300X600

JH_BCD_2022_5.7.1Providing 12mm cement plaster (1:3) 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/l.

JH_BCD_2022_5.7.6Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 -do-

JH_BCD_2022_5.7.16Providing 25mm thick water proof cement plaster -do-

DSR_2023_ 22.5Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

JH_BCD_2022 5.8.21Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/l.

JH_BCD_2022 5.8.21Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/l.

JH_BCD_2022_5.8.45Providing two coats of synthetic enamel paint of approved shade and make over steel surface -do-

JH_SOR_2022_ 1.1Wiring of Light & Fan Point including 1.5 sqmm Cu , PVC insulated copper conductor with modular type switch, modular plat, suitable size GI box etc. as required

JH_SOR_2022_ 1.23.3Supply and fixing of 15/16 A one way modular switch in existing board

JH _SOR_2022_ 1.23.5Supply and fixing of 15/16 A 6 Pin socket in existing board

JH_SOR_ 1.5Power Plug wiring in PVC conduit 2x 4 sqmm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit along with 1 Nos. 4sqmm FR insulated copper conductor single core cable for loop earthing as required

JH_SOR_2022_ 1.24.1Supply and fixing of 5/6 A one way modular switch in existing board

JSOR 1.24.3Supply and fixing of 5/6 A 3Pin socket in existing board

JSOR 1.27.1S/F Modular boxes, base & cover plate size 1 or 2 Module

JSOR 1.27.4S/F Modular boxes, base & cover plate size 6 Module

JH_SOR_2022_ 1.33Supplyand Fixing of 2pin 5 A ceiling Rose

JH_SOR_2022_ 1.58Supply and fixing of Batten holder

JH_SOR_2022_ 2.14.1Supply and fixing of 4 Way Double door three pole and neutral MCB DB, 240 volts, on surfaces / recess.

MRSupply and fixing of 8 Way Double door single pole neutral, MCB DB, 240 volts, on surfaces / recess.

JSOR 2.14.3Supply and fixing of 63 A TPN MCB

MRSupply and fixing of 6A/32 A SP MCB

JH_SOR_2022_ 1.7.2Wiring for ckt / submain wiring along with earth wire (2x2.5sqmm + 1x2.5sqmm cu flexible cable) singe core cable in surface / recessed PVC conduit as required

JH_SOR_2022_1.15.3Supply and drawing of 2 x 1.5 sqmm size of FR PVC insulated copper conductor, single core cable in the existing surface / recessed steel / PVC conduit as required

JH_SOR_2022_1.15.22Supply and drawing of 4 x 6 sqmm size of FR PVC insulated copper conductor, single core cable in the existing surface / recessed steel / PVC conduit as required

JSOR3.3 Earthing with GI earth pipe 4.5 mtr. Long, 40mm dia including accessories, and providing masonary enclouser with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required

MRExtra for using salt and charcoal for pipe earth electrode as required

JH_SOR_2022_3.8Supplying and laying 6 SWG GI wire at 0.5 m below ground level for conductor earth electrode, including soldering etc. as required

JH_SOR_2022_9.5.220/22 W LED Tube light

JH_SOR_2022_ 9.4.1Supply of 1200 mm Ceiling Fan

JH_DWSD_2022_ 3.1.5.1P/F male ended 15 mm dia brass bib cock of app. Quality ( wt. not less than 350 gms) - do - all complete as per specification and direction of E/l.

JH_DWSD_2022 3.1.7P/F G.M non return valve horizontal / vertical - do - all complete as per specification and direction of E/l.

JH_DWSD_2022_3.1.17Cutting chajja or corince for laying G.I pipe and restoring the same with RCC (1:2:4) - do - all complete as per specification and direction of E/l.

JH_DWSD_2022_ 3.1.18Making holes in wall for laying GI pipe and restoring the same after pipe - do - all complete as per specification and direction of E/l.

JH_DWSD_2022_ 3.1.18Making holes in wall for laying GI pipe and restoring the same after pipe - do - all complete as per specification and direction of E/l.

JH_DWSD_2022_ 3.1.21S/F/F the following item - do - all complete as per specification and direction of E/l. (a) Mirrors of 6 mm thick plate glass bevelled edge mirror

(b) Glass shelf with C.P brass rail (450 mm x 125 mm)

(c) C.P brass soap dish container medium quality

JH_DWSD_2022_ 3.2.1 (A) (c)S/F/F viterous white glazed earthen wave 1 W.C of parry hindustan…..580 mm long with 12.5 Ltr. - do - all complete as per specification and direction of E/l.

JH_DWSD_2022 3.2.3 (a)S/F/F flat back or angular lipped front viterous white glazed earthen wave urinal of hindustan 'parry' - do - all complete as per specification and direction of E/l. Flat back or standing corner (600 mm x 350 mm)

JH_DWSD_2022_ 3.2.5S/F/F viterous white glazed earthen wave wash hand basin of parry hindustan - do - all complete as per specification and direction of E/l.

JH_DWSD_2022_ 3.3.1 (i)E/W in excavation for laying of diff. types and sizes of R.C.C spun pipe - do - all complete as per specification and direction of E/l.

JH_DWSD_2022_ 3.3.6.2Labour for laying , fitting and fixing NP2 R.C.C spun pipe - do - all complete as per specification and direction of E/l.

JH_DWSD_ 3.3.8Supplying materials and labours for constructing inspection chamber of des. 75 B brick internal size (600 mm x450 mm x 750 mm) - do - all complete as per specification and direction of E/l.

DSR_2023_ 18.48P/V and placing on terrace polythlene water storage tank - do - all complete as per specification and direction of E/l.

DSR_2023_19.6.2Supplying and fixing NP2 hume pipe etc. (150 mm ) - do - all complete as per specification and direction of E/l.

Supplying the following bathroom fittings - do - all complete as per specification and direction of E/l. Angular cock (long thread)

Paper holder V.I.P

DSR _2023_18.7.3 P/F CPVC pipes having thermal stability for hot and cold water supply - do - all complete as per specification and direction of E/l.

DSR _2023_18.8.1 P/F CPVC pipes having thermal stability for hot and cold water supply - do - all complete as per specification and direction of E/l. 15 mm dia.

DSR_2023_18.8.220 mm dia.

DSR_2023_ 18.58.1P/F PTMT grating of appv. Quality and colour - do - all complete as per specification and direction of E/l. C.P gratings circular type 100 mm dia

MRP/V and laying of 110 mm dia PVC pipe for outlet of water to incl. all accessories - do - all complete as per specification and direction of E/l.

(i)P/F PVC pipe fitting with all accessories - do - all complete as per specification and direction of E/l. 110 mm plain tee (supreme) PVC

(ii)110 mm door Tee

(iii)110 mm plain band

(iv)110 mm coil (supreme)

(v)110 mm plain floor traq

(vi)110 mm Door band

Carriage of materials:- Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Stone Metal lead 23 km

Bricks lead 8 km

Steel lead 3 km

JH _BCD_2022_5.1.1PATH WAY Earth work in excavation in foundation trenches - do - all complete as per building specification and direction of E/I.

JH_BCD_2022_5.3.1.2Providing P.C.C (1:2:4) in foundation -do - all complete as per building specification and direction of E/I (for locking)

JH_BCD_2022_5.3.17.1Centering and shuttering including strutting , propping etc. and removal of form for foundation , footing , bases of columns, etc for mass concrete.

4.23 A 16.91.1 Providing and laying factory made coloured chamfered edge cement concrete paver block of required strength , thickness and size/shape, made by vibratory method using PU mould laid in required colour & pattern over 50mm thick compacted bed of fine sand ,compacting and proper embedding /laying of inter locking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with sand and cutting the paver blocks as per required size and pattern ,finishing and sweeping extra sand in footpath parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of E/I. 60mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.

Carriage of Materials Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Paver lead 11 km

JH_BCD_2022_5.1.1Earth work in excavation in foundation trenches - do - all complete as per building specification and direction of E/I.

JH _BCD_2022_5.1.10Providing coarse clean sand in filling in foundation trenches -do - all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

JH_BCD_2022_5.6.3Providing 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.

JH _BCD_2022_5.3.2.1Providing R.C.C (1:1.5:3) in foundation -do - all complete as per building specification and direction of E/I

JH_BCD_BCD_5.7.2Providing 12 mm thick cement plaster (1:4) -do- all complete as per building specification and direction of E/I.

JH_BCD_2022_5.7.11Providing 1.5 mm cement punning 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.

JH_BCD_2022_5.3.17.1Centering and shuttering including strutting , propping etc. and removal of form for foundation , footing , bases of columns, etc for mass concrete.

JH_BCD_2022_5.5.5(A)Providing TMT steel reinforcement - do - all complete as per building specification and direction of E/I.

Carriage of Materials Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Bricks lead 8 km

Steel lead 3 km

JH_BCD_2022_5.1.1UNDER GROUND TANK 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 foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

JH_BCD_2022_5.1.10Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

JH_BCD_2022_5.6.1Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I.

JH_BCD_2022_5.3.1.51:3:6(1 cement :3 coarse sand (zone=lll):6 grade stone aggregate 40 mm norminal size)

JH-BCD_2022_5.3.17.5Centring and Shuttering- Column/foundation/beam/roof /slab beam

JH _BCD_2022_5.3.17.4slab

JH _BCD_2022_5.3.9.1Providing R.C.C (1:1.5:3) in band at plinth -do - all complete as per building specification and direction of E/I

JH_BCD_2022_5.5Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

JH _BCD _2022_5.2.14Providing designation 75 B brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I

JH _BCD_2022_5.7.1Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

JH _BCD_2022_5.7.11Providing 1.5 mm. cement punning including curing carrage of water with all leads and lifts as per building specification and direction of E/I

DSR_2023_19.18.2 Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

Carriage of materials:- Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Stone Metal lead 23 km

Bricks lead 8 km

Steel lead 3 km

JH_BCD_2022_5.1.1Earthwork 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 foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

JH _BCD_2022_5.1.10Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

JH_BCD_2022_5.6.1Providing designation 75 B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I.

JH_BCD_2022_5.3.1.31:2:4(1 cement :2 coarse sand (zone=lll):4 grade stone aggregate 40 mm norminal size)

JH _BCD_2022_5.3.17.5Centring and Shuttering- Column/foundation/beam/roof /slab beam

JH_BCD_2022_5.3.10Providing R.C.C (1:1.5:3) in column -do- all complete as per building specification and direction of E/I.

JH_BCD_2022_5.5Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

JH_BCD_2022_5.2.6Providing designation 75B brick work in CM (1:6) in foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I

JH_BCD_2022_5.7.1Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

JH_BCD_2022_5.7.11Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I

DSR _2023_19.18.2Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

DSR_2023_19.32.1 DSR_2023_19.32Making soak pit 2.5 m diameter 3.0 m deep with 45x45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Carriage of materials:- Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Bricks

steel

JH _BCD_2022_5.1.1Earth work in excavation in foundation trenches - do - all complete as per building specification and direction of E/I.

JH_BCD_2022_5.3.2.1Providing P.C.C (1:2:4) in foundation -do - all complete as per building specification and direction of E/I.

JH_BCD_2022_5.2.6Providind designation 75 B brick work in C.M. (1:6) in foundation and plinth - do-

JH _BCD_2022_5.7.3Providing 12 mm thick cement plaster (1:6) -do- all complete as per building specification and direction of E/I.

DSR _2023_23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of engineer in charge DSR 23.5

DSR_2023_23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineerin-charge DSR 23.6

DSR _2023_23.7Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer - in-charge. DSR 24.7

DSR _2023_23.15.2Providing and fixing Bail plug/ Bottom plug of requireddia to the bottom of pipe assembly of tubewell as perIS:2800 (part I). 150 mm dia DSR 23.15.2

DSR _2023_23.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.DSR 23.9

DSR_2023_23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge.

23.4Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes withribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

PHED Item no. 115Cost of drilling 200mm x 165 mm x 125 mm deep bore well in all kind of soil and rock - do - all complete as per specification and direction of E/l. (a) From 0 to 50 m below GL

(b) From 51 to 100 m below GL

DSR _2023_19.15Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar DSR 19.15.2

DSR _2023_19.26.1Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 DSR 19.26.1

DSR_2023_12.41Providing 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.

Carriage of materials:- Cement lead 3 km

Sand lead 35 km

Stone chips lead 17 km

Bricks lead 8 km

DSR_2023_ 17.37Providing and fixing M.S. holder bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc.(For 100mm dia pipe)

DSR _2023_17.44Providing and fixing single equal plain junction of required degree :(Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905)

DSR _2023_17.56Providing and fixing terminal guard.(Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905)

DSR _2023_17.57AProviding and fixing shielded coupling for Hubless centrifugally cast iron pipe.(SS 304 grade coupling with EPDM rubber gasket)

DSR_2023_ 17.65Painting sand cast iron / centrifugally cast (spun ) iron soil, waste vent pipes and fittings with paint of any color such as chocolate grey ,or buff etc .over a coat of primer (of approved quality ) for new work .(100 mm diameter pipe)

DSR_2031_ 18.32Constructing masonry chamber 300x300x500 mm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with floating coat of neat cement complete as per standard design :

DWSD_SOR_2022_Item no.-139_M1055_Pg_no_64Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP

DWSD_SOR_146/M1062/_pg_no.-71Supplying fitting and fixing 3 core 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.

DSR _2023_18.10.3 P/F of G.I pipes complete with G.I fittings incl.-do- all complete as per specification and direction of E/I. 25 mm dia.

DSR _2023_18.10.6 P/F of G.I pipes complete with G.I fittings incl.-do- all complete as per specification and direction of E/I. 25 mm dia.

DSR_2023_18.40.3 Painting G.I pipes and fitting with two coat of anti corrosive bitumastic paint - do- all complete as per specification and direction of E/I. 25 mm dia.

DSR_2023_18.40.6 50 mm dia.

DSR_2023_18.17.1 P/F of gun metal gate valve with CI wheels -do- all complete as per specification and direction of E/I. 25 mm dia.

DSR_2023_18.17.4 50 mm dia.

DSR_2023_18.41.3 P/V and filling sand of grading zone V or coarse grade -do- all complete as per specification and direction of E/I. 25 mm dia.

DSR _2023_18.41.6 50 mm dia.

DSR _2023_18.59.1 P/v CI double acting air valve -do- all complete as per specification and direction of E/I.

DSR _2023_18.32 Constructing masonary chamber 30 x30 x 50 cm inside in between -do- all complete as per specification and direction of E/I.

MR Evcavating trenches of req. width for pipes, cables -do- all complete as per specification and direction of E/I.

MR Extra for excavating trenches for pipes, cables -do- all complete as per specification and direction of E/I.

MR Structural steel work welded in build up section -do- all complete as per specification and direction of E/I.

DSR _2023_18.13 Making connection of GI distributin branch with GI main of 50-80 mm nominal bore -do- all complete as per specification and direction of E/I.

DSR _2023_18.15.1 P/F brass bib cock of -do- all complete as per specification and direction of E/I. 20 mm nominal bore

DSR _2023_18.18.2 P/F ball valve (brass) of app. Quality -do- all complete as per specification and direction of E/I. 20 mm nominal bore

JH_BCD_2022_ 5.1.7Filling in foundation trenches and plinth in layers not exceeding 150mm ,thik well watered rammed fully compacted and fine dreessed with earth obtened from excavation of foundation trenches within alead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/l (mode of mesurement compacted volume).

H&L_DSR_2020_ 2.1/pg_95Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

H&L_DSR_2020_ 2.2/pg_95Supplying 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).

H&L_DSR_2020_ 2.3/pg_95Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).

H&L_DSR_2020_2.4_ 2.4.3/pg_95Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm

H&L_DSR_2020_ 2.6/pg_95Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

H&L_DSR_2020_ 2.8/pg-95Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).

H&L_DSR_2020_ 2.9/95Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

H&L_DSR_2020_ 2.13/97Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed,within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

H&L_DSR_2020_ 7.24/180Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge

H&L_DSR_2020_ 3.74/132Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

H&L_DSR_2020_ 7.60/184Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v

H&L_DSR_2020_ 7.75/188Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.

H&L_DSR_2020_ 7.5Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.

H&L_DSR_2020_ 7.6Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.

H&L_DSR_2020_ 7.12Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge.

H&L_DSR_2020_ 2.57.1 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 2.57.1 Trees Plant

DSR_2023_11.29 Red stone flooring over 40 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

H&L_DSR_2020_ 2.40.6/107Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Open spaces(as per yard stick 1Mali =3.00Acre).

Providing & installation of the main frame of ABS BOARD is made up of 80 NB G.I. pipes with leg support structure. The back rest is fixed over 40NB back rest frame. Back rest is made up of rectangular pipes of 50 X 25 X 3 mm thick. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe closed by GI / HDPE caps for user safety against entrapment.

Providing & installation of the main frame of AERIAL STROLLER is made up of 80 NB G.I. pipes with G.I. plating up to 40 micron thickness. This main frame is rest on 80 NB G.I. Pipe to give it strength. Foot rest bend pipe is made up of 40 NB G.I. pipes. Foot rest is made with the help of high quality FRP (Fiber Reinforced Plastic) material. Foot rest is mounted on main frame with the help of specially designed bearing assembly for its free movement. Bearings used are oil sealed, self-lubricated made by reputed company. Handle is made by 25 NB G.I. pipes. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation 25NB Galvanized pipe bend to form ring and spokes consists of 20NB G.I. pipes that connect to each other to form a pair of wheels of FOREARM TWIRL. These wheels are mounted on both ends of 40 NB G.I. pipe bend with specially designed bearing housings and shaft assemblies. This bend pipe is fixed to main frame of 80 NB G.I. Pipe. Handle is fixed over the pipe ring for free movement of wheels. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. Handle for rotating the ring fixed over the pipe ring.

Shoulder Twirl Double- Providing & Installation of 25NB Galvanized pipe bend to form ring and spokes consists of 20NB G.I. pipes that connect to each other to form a wheel of SHOULDER TWIRL. This wheel is fixed to 80 NB main support galvanized pipe with the help of 40NB connector pipe with specially designed bearing assemblies. Bearings used are oil sealed, self-lubricated made by reputed company. Two wheels with Nylon knobs are provided on center support in opposite direction to each other. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. Handle for rotating the ring fixed over the pipe ring.

Providing & Installation of the main frame of SKY WALKER is made from 80NB & 40NB Galvanized pipe. The handle pipe consists of 25NB Galvanized pipes with PVC grip on top end. This handle pipes are hinged over 80NB main frame with the help of specially designed heavy duty bearings. Bearing used are of standard make. The handle pipe is further extended to the rectangular tube of 50 x 25 mm on both sides with 40NB galvanized pipe links. Paired rectangular tubes with four foot rests are linked to main frame. Foot rest is made with the help of high quality FRP (Fiber Reinforced Plastic) material. Total structure is supported on base frame made up of rectangular pipe of 80x40 mm. Side frames are made up of 25NB galvanized pipes. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation of the main frame of Leg Press consists of 80 NB G.I. pipe with two specially designed brackets attached on it. Brackets are made of M.S. material with G.I. plating. The moving frame of Leg Press is made of 40NB G.I. pipes which are mounted to main frame with the help of specially designed, machined shaft and bearing housing. Bearings used are oil sealed, self-lubricated made by reputed company. Foot rest is hinged to main frame with the help of specially designed G.I. plated clamp and 25 NB G.I. pipes. Gusset plates are provided to give extra strength to foot rest. Foot rest is made of high quality FRP (Fiber Reinforced Plastic) material. Specially designed Nylon pads are provided at the bottom of moving frame. Seat and back rest provided are made of FRP/ LLDPE / HDPE plastic. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation of the main frame of Shoulder Exerciser Builder consists of 80NB G.I. pipe with two specially designed brackets attached on it. Brackets are made of M.S. material with G.I. plating. The connecting links are made of 40NB G.I. pipes which are mounted to main frame with the help of specially designed, machined shaft and bush bearing. The handle frame is made of 25 NB galvanized pipe. Handle is linked to the seat with 40NB pipe which is hinged to main vertical support pipe with the help of specially designed bush bearings. FRP / HDPE / LLDPE plastic seat fixed over 40NB G.I. bend pipe. Footrest is provided to seat frame which is made up of 25NB G.I. pipes. This seat frame is hinged over vertical support pipe through 40NB galvanized pipe links with the help of specially designed bush bearings. Foot rest is made up of 20 NB G.I. pipes. Specially designed Nylon pads are provided at the bottom of seat frame. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation of the center frame of the Chest Press & Shoulder Exerciser Combination is made up of 80NB G.I. pipe bend and FRP sheet. Specially designed brackets are bolted to center frame. These brackets are made of M.S. material with G.I. plating. The connecting links are made of 40NB G.I. pipes which are mounted to main frame with the help of specially designed machined shaft and bearing housings. The handle frame is made of 25 NB galvanized pipe. Handle is linked to the seat with 40NB pipe which is hinged to main vertical support pipe with the help of specially designed bearing assemblies. FRP / HDPE / LLDPE plastic seat fixed over 40 NB G.I. pipe seat frames. This seat frame is hinged over vertical support pipe through 40NB galvanized pipe links with the help of specially designed bearing assemblies. Bearings used are oil sealed, self-lubricated made by reputed company. Foot rest is made up of 20 NB G.I. pipes. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation of two vertical posts of 80 NB G.I. pipes connected with each other by G.I. sheet and M.S. flats with G.I. plating acts as a main frame of Pull Up Station. Vertical pipes are supported on base plates of 100x10 M.S. flat with G.I plating. 25 NB G.I. pipes are used for foot rest. Two rectangle pipes of 50 x 25 are used for resting forearms. Two 20 NB pipes perpendicular to each other are provided to give better gripping on each rectangular pipe. PVC grips are provided on the 20NB G.I. pipes. Pull up Handle is made up of 25 NB and 20 NB G.I. pipes. G.I. sheet is provided to support back rest. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation of 40NB G.I. pipes are bent and grounded. Two frames are kept parallel to each other. These two frames together form Push Up Bar. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion.

Providing & Installation of the main frame of Triple Twister consists of 80 NB G.I. pipe with handle attached on it. Handle pipe is made up of 25 NB and 15 NB G.I. pipes which forms a shape of wheel. Rotating disc made from FRP / HDPE / LLDPE plastic are supported over 80NB G.I. pipes stands with the help of specially designed heavy duty bearings. Bearings used are oil sealed, self-lubricated made by reputed company. The discs are bolted to main frame with the help of 40NB G.I. pipe. Three foundation stands, made of 80 NB G.I. pipes and G.I. plated M.S. round plates are provided. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment.

Providing & Installation of MAPS 38 - 5to 12 age includes Square Deck with Window Canopy : The platform is made up of Fiber Reinforced Plastic with anti-skid surface with thickness of 4-5 mm. The top of platform is anti-skid surface that children do not slip on it when it is wet. At the top of the deck there is a window canopy is made in LLDPE in molding process of 2-3 mm thick. Roto flag is attached on top. The vertical supports of the deck are made up of 80 NB GI pipes. FRP Slant B rid ge 8’ Lo n g : The FRP Bridge is made from Fiber Reinforced Plastic of 4 – 5 mm thickness. It has railing made from rotational molding process with support of 20 NB GI pipes. S wing ing B r idge 8’ Long : The swinging bridge is made of rotational molded planks and is suspended with galvanized chains. The frame is of 80NB pipes with railing made from LLDPE & is supported by 20NB GI pipes FRP Curve B rid ge 8’ L on g : The FRP Bridge is made from Fiber Reinforced Plastic of 4 – 5 mm thickness. It has railing made from Rotational molding process with support of 20 NB GI pipes. Fire Men Pole: This pole of the fire men is made up out of 40 NB GI pipe and is made for the purpose using it as a climber. Mini Tube Slide 5’ ht : It is made from FRP. The slide is supported with a ‘T’ support of 80 NB pipe. The MS flange with GI plating is used for fixing ‘T’ support. Roller Slide: In the roller slide the slide is in FRP &the rollers are made up of HDPE with UV stabilized pigment of 2.5 mm thickness provided with Nylon bush and are mounted on 12 mm dia rod and are fixed inside the slide chute. FRP L ad d er 5’ ht : The ladder is made up of FRP with a thk of 3-4mm. The top surface of the ladder should be such that it should not deserve any kind of skiddy movement. Rock Climber 7’ht : It is made from FRP. The rocks are mounted on platform and it has gradient from the ground. The climber is supported by 25NB pipe from the bottom. Wave Slide 2 lane: The Wave Slide chute is made up of 4-5 mm thick of Fiber Reinforced Plastic. The wave shape is given in such a manner that it will not give any jerk or bump to the rider. The chute has its end such as it causes safe landing of the child. The landing portion is horizontal with respect to the ground. The supports provided are made up of 25 NB GI pipe. FRP Spiral Slide With railing: Spiral slide chute is made of fiber reinforced plastic having shell thickness of 4-5 mm. The slide is supported on 80 NB GI pipe. The landing module is supported by 20 NB pipe. The railing is made up of LLDPE in Rotational molding process. It is support by 20 NB GI pipe. Net Climber: The net climber is made up of 18 mm dia Nylon rope attached by specially designed Nylon rope clamps. The ropes are provided to the pipe frame and are fabricated from 25 NB GI pipes with 12 mm dia ‘U’ hooks.

Multi Seater see-saw -Providing & Installation of The Multi Seater See saw comprises four Rotational seats. The lever consists of 20 NB and 80 NB powder coated GI pipes. The bearing used in this product is heavy duty nylon bush type. The stand for see saw is made using 50 NB GI pipe.

Four seater arc swing -Providing & Installation of The arched shaped side frame is made of 80 NB GI pipes and top pipe is made up of 50 NB GI pipes. The frame is powder coated to give an esthetic look. The four swings are made up of 10 mm thick anti-skid hequered reinforced rubber top. The rubber belt seat is suspended on 6 mm rubber coated GI chain. The ball bearings are mounted inside a specially designed nylon clamp.

Statellite Scrameler -Providing & Installation of the satellite scrambler comprises of top globular frame, ladder frame and support column and steps. The pipes used for the satellite scrambler is made up of 25 NB and 40 NB GI pipes. The top globe is fabricated from 25 NB GI pipes supported on a 40 NB vertical GI pipes. The structure is powder coated to avoid rusting and for esthetic look. The steps of the ladders are made from 15 NB GI pipes. The chain ladder is having 7 mm thickness for climbing the scrambler.

Crystal maze -Providing & Installation of CRC pipes having outer diameter of 19 mm. These pipes are assembled together using 4 mm thick MS plates of 150 mm dia. duly electroplated with powder coating and bent to suit the shape of the product. The whole structure is supported on 40 NB GI pipes.

Flying butterfly -Providing & Installation of the leg support of this product is made up of 40 NB, while the top bar is made from 50 NB powder coated GI pipes. The frame is made from 25 NB and 20 NB GI pipes. The frame is attached to the top pipe by heavy-duty bearing with special casting, for load sustaining

Half round net scrambler -Providing & Installation of the half round net is made of horizontal 40 NB GI pipes, which is in a semi-circle shape. This pipes are bolted to vertical 80 NB GI pipes for end supports, and for center support, vertical 40 NB GI pipes are bolted. The climber providing good exercise is made up of 18 mm dia. Nylon rope. Nylon ropes are integrated in specially designed nylon clamps which hold it tightly and avoids breaking. The nylon rope is attached to the frame with the help of ‘U’ hooks.

MGR- Providing & Installation of the platform of this platform MGR consists of non-skid type G.I chequered plate of 16 SWG. The ring on which the chequered plate is based is made out of 25 NB GI pipes. The platform farm below the chequered plate is of 40 x 40 x 5 and 25 x 25 x 5 GI angle. It is provided with handrails of 20 NB GI pipes. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. The stand of this MGR platform is made out of 80 NB GI pipes. The foundation frame is fabricated with 40 x 40 x 5 GI angle

Providing & Installation of Toddler maps 14 (3 to 8 age) includes- Square Deck Without Canopy : The Platform Is Made Up Of Fiber Reinforced Plastic With Anti-Skid Surface With Thickness Of 4-5 Mm. The Top Of Platform Is Anti-Skid Surface That Children Do Not Slip On It When It Is Wet. The Vertical Supports Of The Deck Are Made Up Of 80 NB GI Pipes. Staircase : The Staircase Is Made Up Of Fiber Reinforced Plastic With A Conservative Thickness Of 3-4 Mm. The Staircase Has Sufficient Reinforcement To Maintain Strength And To Avoid Bending. The Top Surface Of The Ladder Should Be Such That It Should Not Deserve Any Kind Of Skiddy Movement. The Handrail Is Made From 20 NB & 25 NB GI Pipes Respectively. B owl Sl i de 3 ’ht With Slide entry : Its sliding chute is of FRP with a 4-5mm thk. There is a suitable handgrip on the side of the slide. Rotational molded slide entry is provided at top of the slide. Hor i z ontal Cl i mber 3’ht: The main frame of the horizontal climber is made from 40 NB GI pipes. The main frame is supported on an 80 NB GI pipe. A 20 NB pipe is welded to the frame for climbing. The structure is powder coated to avoid rusting and gives esthetic look. Double Swing with Bucket Seat: The leg support of the double swing is made up of 40 NB while the top bar is made up of 50 NB GI pipes. The swing bucket seat is made from Rotational moulded plasticand suspended with nylon rope of 10mm thick. The handle for gripping is also made in Rotational moulded plastic. Steering Wheel: The steering wheel is made from low density polyethylene (LLDPE) in rotational molding process. The wheel is provided with a bush to get a rotating movement. Bubble Panel : The Bubble Panel is provided for the decks for safety purpose. Its frame is made up of LLDPE in Rotational molding process and bubble is made up of acrylic material. It is supported by 20 NB GI pipes which are clamped to the vertical support pipe with the help of 80 NB and 80x20 NB clamps. Railings : The Rotational railing is provided for all the decks for safety purpose. It is made up low-density polyethylene plastic (LLDPE) in rotational mould process and has a support of 20 NB powder coated GI pipes. The railing is attached to the support pipe using a nylon clamp. It is made in LLDPE, Rotational molding process. The railing is supported by 20NB GI pipes with Nylon clamps.

Toddler comb 3in 1(2-4 yrs) -Providing & Installation of combination of three products such as swing, slide and seesaw. The complete frame of this product is fabricated from 20 NB and 25 NB powder coated GI pipes. The slide in the combination set is made up of Fiber reinforced plastic (FRP). The slide landing support is made in 20 NB pipe. The slides are given a smooth finish so that the child does not hurt itself while playing on it. The bucket swing is made up of LLDPE and is attached to a nylon rope. For the bucket swing a handle is given for gripping, which is made in rotational molding and out of LLDPE. The see-saw lever and stand is made up of 20 NB GI pipe. The see saw seat is made out of LLDPE. The bearing used is of heavy-duty bush type.

Pony Spring- Providing & Installation of the whale/pony or bike is made out from fiber reinforced plastic (FRP). The handles of duck & pony provided for gripping is made up of 15 NB GI pipes, whereas the duck is made out of LLDPE in rotational molding. The duck is mounted on a pair of heavy-duty compression spring. Also a GI flat is provided for footrest. The spring is mounted on 5mm thick plate. And the stand for support is made out of 40 NB pipe.

Duck Spring -Providing & Installation of the whale/pony or bike is made out from fiber reinforced plastic (FRP). The handles of duck & pony provided for gripping is made up of 15 NB GI pipes, whereas the duck is made out of LLDPE in rotational molding. The duck is mounted on a pair of heavy-duty compression spring. Also a GI flat is provided for footrest. The spring is mounted on 5mm thick plate. And the stand for support is made out of 40 NB pipe.

TPS-02-BNDolphin/Other FRP Bench

TPS-17-DBDolphin/Other FRP Dustbin

M-170, JH-SOR_EDSteel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.

M-754One meter single suitable for 70mm top basic rate ,1380 +overhead & profit @14.95% =1586.31

JSR_E.L_9.1.4S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover, IP 66 Protection, LUMINOUS EFFICARY > 110 LM/W, with lens in existing pole / pipe for supply voltage 100-270 AC, 50HZ. Luminarie shall be confirm to IS: 10322 part-5 / section -3 and shall be complete with all neccssary accessories as required.60/62W LED Street light

M-875Installation, Testing & Commissioning of the 5. Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtrs sq. (Basic Rate : Rs. 5400.00 + Overhead & profit @ 14.95% = Rs. 6207.30 )

Market Price Feeder Pillar with Timer and 3 phase 4 wire Energy Meter a. Manufacturing, supplying, installation and commissioning of weather proof cubicle type Compartmentalized outdoor feeder pillar for street lights ,front operated panel board fabricated out of 2mm thick sheet steel, hinged double door in front, totally enclosed dust and vermin proof suitable for 415V, 50Hz, AC supply. b. SLD and GA drawing FEEDER PILLAR will be submitted by the contractor for approval from Engineering, based on approved SLD. c. Bus bar shall be suitable for 100A, TPN busbar Chamber of suitable, length. All busbars and interconnections shall be suitable size Aluminum busbar current density of Aluminum shall not be more than 0.8 Amps / Sq.mm cross sectional area of Bus Bar.The Aluminium bus bar shall be with heat shrinkable PVC slived Red, Yellow, Blue & Black as (RYB & N) after temperature and incloser derating maximum allowable temp. of bus bar shall be 90 degree C. d. Bill of Material: Incomer: 63 A, TPN MCCB, 25KA, Energy Meter: 3 phase, 4 wire, 415V Electronic Timer Outgoing: - 25A, TPN MCCB - 2 nos. for street lights and 1 nos. as spare. Power Contactor of four pole of suitable rating for Street Lighting only. With suitable size 100Amps 4 strip aluminum busbars , providing and fixing following switch gears with cable entry on rear side for both incoming and outgoing cables, gland plates, interconnections from busbars to MCBs with copper wires, connections, powder coated painting with approved colour shade, earthing with 2 nos of GI strips of full width of board testing and commissioning etc as required. The board shall be provided with 75x40mm size ISMC channel of bottom and legs embedded on to the suitable CC Pedestal of minimum height 1meter (50cm below ground & 50cm above ground) plastering ,painting etc as required. (Standard IP 54)

JH _SOR_2022_2.12.1S/F 6 amps to 32 amps rating 240 volts, ‘C’ series miniature circuit breaker suritable for lighting and other loads of following poles in the existing MCB DB complete with connection, testing and commissioning etc. as reqd.6/32 amps,Single pole

M326Supply of 3.5C x 25 sqmm Aluminum Armored XLPE Cable

M740Supply of XLPE insulated sheathed (heavy duty) armoured electric cables with Aluminium conductor for working voltage 1100 volts conforming to IS:7098 (part-1)/IS:1554; 4 core x16 sq mm (Basic Rate: Rs. 221.00 + Overhead & Profit @ 14.95% = Rs. 254.03)

DSOR-2022- 9.1.33Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of XLPE aluminum conductor cable of 1.1 KV grade as required. 4C x 16 sqmm Al Armoured XLPE Cable

DSOR_2022_ 9.1.20Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of XLPE aluminum conductor cable of 1.1 KV grade as required 3.5C x 25 sqmm Al Armoured XLPE Cable

M1028HDPE Pipe of material grade PE80-PN10 (Dia 40mm) (Basic rate Rs.55.47+Overhead & profit @14.95%=63.76)

JH_SOR_2022_1.15.3Supplying and drawing following size of FR PVC insulated copper conductor single core cable in existing surface/recessed steel/PVC conduit including dismantling as required 3x1.5 sqmm (13m per pole)

JH_SOR_2022_5.17Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, and refilling the trench etc. as required but excluding sand cushioning and protective covering.

JH_SOR_2022_3.2Earthing with GI earth pipe 4.5 mtr long,40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.

M-1546S.I.T.C of Outdoor stand mounted feeder peelar with 63 amps TP&N,MCB incomer ,65 amps TP contractor automatic switch of luminaries,power tool control incommer outgoing terminal etc as required. (Basic Rate: Rs. 27800.00+ Overhead & Profit @ 14.95% = Rs. 31956.10)

MRSupply & earthing with 20 mm dia 1.5 mm long G.I Rod

Market Price Amount [5 year warrantee / guarantee and Comprehensive Maintenance contract (CMC) of all above work]

SUPPLY OF ARCHITECTURAL STRING FOUNTAIN POOL SIZE:- 10’ Dia WATER EFFECT: it consist of 4 nos. of SS-304 ring of 2’, 3’-6”, 5’ & 6’-6” dia. throwing water from top to bottom and creating a string fountain of 4 layers. FOUNTAIN HEIGHT- 8’ PUMP: 01 Hp Single phase submersible open-well LIGHTING: 08 nos. of multi color 12- watt LED light NOZZLE:- 102 nos. brass swivel nozzle satisfying the effect shown in the drawing. PANEL BOARD: Cable for pump set and lights upto 10mtrs. distance from Panel Board

Provision for Sign board & Photography

Add 18% GST

Add 1% Labour Cess

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