|
| 1 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l. BCD_5.10.1 |
| 2 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l. BCD_5.10.2 |
| 3 | Providing two coats of dry distemper of approved shade and make over old surface including washing cleaning and preparing the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/l.JH_SOR_2021_5.8.14 |
| 4 | 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 direciton of E/l. JH_SOR_2021_5.8.45 |
| 5 | 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. JH_BCD_2022_5.1.1 |
| 6 | Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item_B) JH_BCD_2022_5.1.2 |
| 7 | Earth 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 withina 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_5.1.7 |
| 8 | 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). JH_BCD_2022_5.1.10 |
| 9 | 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. JH_BCD_2022_5.6.3 |
| 10 | 1:4:8 (1Cement ;2 coarse sand (zone-III):4 grade stone aggregate 20 mm normal size) JH_BCD_2022_5.3.1.6 |
| 11 | Providing designation 75 A brick work in C.M. (1:3) 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_5.2.1 |
| 12 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 grade d stone aggregate 12.5 mm nominal size). JH_BCD_2022_ 5.3.5 |
| 13 | 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.JH_BCD_2022_5.2.3 |
| 14 | Providing and laying in position specified grade ofreinforced 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_5.3.9.1 |
| 15 | Reinforced 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_5.3.10 |
| 16 | Reinforced 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 ofcentering,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_5.3.11 |
| 17 | Reinforced 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(1cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm normal size). JH_BCD_2022_5.3.13 |
| 18 | Foundation ,column 5.3.17.1 |
| 19 | linten beams - 5.3.17.5 |
| 20 | Roof slab5.3.17.3 |
| 21 | wash basin slab 5.3.17.4 |
| 22 | providing 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_2022_5.3.4 |
| 23 | Providing 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_ (5.5.4)_2022 |
| 24 | Providing 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_ 9.119/212 |
| 25 | Providing 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_ 9.120.2/163 |
| 26 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriateZ 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_ 21.1.1.3/200 |
| 27 | Providing 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) DSR_2023_21.3.3/201 |
| 28 | Supplying, 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_2022_5.5.12 |
| 29 | Providing and laying 15 mm - 23 mm thick kotah stone slab flooring of approved size, texture and colour over 19mm thick base of lime morter (1:1:1) (lime putty : 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. (iv)600 X600 mm size JH_BCD_2022_5.6.19_(iv) |
| 30 | Providing and laying 25mm. thick kotah stone tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality do-do-. JH_BCD_2022_5.6.20 |
| 31 | 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_5.6.21_(ii) |
| 32 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.7.1 |
| 33 | Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 -do- JH_BCD_2022_5.7.6 |
| 34 | Providing 25mm thick water proof cement plaster-do- JH_BCD_2022_5.7.16 |
| 35 | Providing 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. DSR_2023_ 22.5 |
| 36 | Providing 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_5.8.21 |
| 37 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l. JH_BCD_2022_5.8.24 |
| 38 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface -do- JH_BCD_2022_5.8.45 |
| 39 | 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 includingall lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.5.1.1 |
| 40 | Providing 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)5.1.10 |
| 41 | Providing 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_5.6.1 |
| 42 | 1:2:4(1 cement :2 coarse sand (zone=lll):4 grade stone aggregate 40 mm norminal size) JH_BCD_2022_5.3.1.3 |
| 43 | beam 5.3.17.5 |
| 44 | slab 5.3.17.4 |
| 45 | Reinforced 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 ofcentering,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). 5.3.11 |
| 46 | Providing 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.8mm dia,10 mm dia5.5.4 |
| 47 | Providing designation 75B 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 5.2.6 |
| 48 | Providing 12mm thick cement plaster (1:3)with clean coarse sand of F.M. 1.5 and including cost of screening, curingwith all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I5.7.1 |
| 49 | Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per buildingspecification and direction of E/I5.7.11 |
| 50 | Supplying and fixing C.I. cover without frame for manholes : 560 mm diameter C.I. cover (medium duty) the weight ofthe cover to be not less than 58 kg 19.18.2 DSR |
| 51 | Making 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 19.32.1 |
| 52 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. JH_BCD_2022_5.1.1 |
| 53 | Suspended floors, roofs, landings, balconies and accessplatform 5.3.17.4 |
| 54 | Reinforced 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 ofcentering,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). 5.3.11 |
| 55 | Brick work with bricks of class designation 75A in foundations and plinth in : JH_BCD_2022_5.2.1 |
| 56 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia DSR_23.3.2 |
| 57 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.5 |
| 58 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.6 |
| 59 | Supplying, filling, spreading & leveling coarse sand of size ange 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.23.7 |
| 60 | Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with \"p\" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm 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 primer etc. all complete as per specification and direction of E/l. (i) With \"P\" trap (a)12.5 lit. low level P.V.C. cistern. JH_DWSD_SOR _20213.2.2_(i)_(a) |
| 61 | supplying fitting and fixing vitreous white glazed earthen were wash hand basin of parry or Hindustan or any other I.S.S. approved make supported on painted C.I. or R.S. brackets 32 mm C.I. brass waste,15 mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350 grams, 32 mm P.V.C. waste pipe 750 mm long with brass coupling at one end and making plumber joints etc. all complete as per sepcification an direction of E/I. JH_DWSD_SOR _20213.2.5 |
| 62 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automaticlushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : DSR_2021_ 17.4.1 |
| 63 | Supplying, fitting and fixing the following items complete withall materials as per specification and direction of E/I. Mirrors of 6 mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3mm ply wood board and C.P. hinges to fix with mirror. (i) 600mm x 450mm sizeJH_DWSD_SOR _20213.1.21 |
| 64 | (iii) C.P. brass liquid soap container |
| 65 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testingof joints complete as per direction of Engineer-in-Charge.DSR_2023_ 18.4 Internal Exposed on walls PN - 16 Pipe, 20mm OD (SDR-7.4)18.4.1 |
| 66 | PN - 16 Pipe, 25mm OD (SDR-7.4) |
| 67 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge......................................... DSR_2023_18.5PN - 16 Pipe, 20mm OD (SDR-7.4) 18.5.1 |
| 68 | PN - 16 Pipe, 25mm OD (SDR-7.4) 18.5.2 |
| 69 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. DSR_2023_ 18.6 ................... .......PN - 16 Pipe, 110mm OD (SDR-7.4) 18.6.9 |
| 70 | Providing and fixing PPR Unions …..............PPR Union 20mm DSR _2023_18.6A |
| 71 | PPR Union 25mm 18.6A.2 |
| 72 | Providing and placing on terrace (at all levels) polyethylene water storage tank ISI : 12701 marked withcover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR_2023_ 18.48 |
| 73 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m DSR_2023_ 2.10.1.2 |
| 74 | Constructing 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 concreteslab 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 :DSR_2023_ 18.32.1 |
| 75 | Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. DWSD_SOR_2021_Item no.-119_PG_NO_56 (a) From 0.00 M to 50.00 M below G.L. |
| 76 | (b) From 51.0 M to 210.00 M |
| 77 | Supplying 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_2021_Item no.-139_M1055_Pg_no_64 |
| 78 | Supplying fitting and fixing 3 core 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etcall complete job as per direction of E/I. DWSD_SOR_146/M1062/_pg_no.-71 |
| 79 | XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1)SOR_E.D._ 2022_1904_59…...........................................2c x 10 sq mm (14_M_737) |
| 80 | 2c x 6 sq mm (13_M_736) |
| 81 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required, 2x1.5 sq mm+1x1.5 sq mm earth wire …........SOR_E.D._ 2022_1.7.1 |
| 82 | MV Cable Laying upto 25 Sq mm in ground:- 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................. (D.S.R._EL-2022) 7.1.1 |
| 83 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC innsulated aluminum conductor cable of 1.1 KV grade as required ….......................DSR_EL_20229.13.5c x 25 sq mm …................9.1.20 |
| 84 | 4c x 10 sq mm …...................9.1.32 |
| 85 | P/F 25 x 5mm copper earth strip in pipe:- Providing and fixing 25mmx5mm cpper earth strip in 40mm & 4.5Mtr long G.I.pipe for earth electrode etc. as required.,…..............(J.S.R.) 3.14 |
| 86 | earth with G.I earth plate600mm x600 mm x6 mm thick including accessories and providing masonary enclose with cover plate having locking arragement and watering pipe etc. (with charcoal or coke and salt) as required. …................(J.S.R.) 3.4 |
| 87 | S/L 8 SWG G.I. wire in ground :- Supplying and laying 8 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.…........................(J.S.R.) 3.7 |
| 88 | 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. ...........................1.3.1 |
| 89 | Supply and Fixing GI 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.…...................1.31 |
| 90 | Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required.….......................1.32 |
| 91 | Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. …................................1.5 |
| 92 | Wiring for circuit / sub-main wiringalong with earth wire with thefollowing sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required. …........................1.7 2x2.5 Sqmm + 1x2.5 sq mm earth wire …..................1.7.2 |
| 93 | 2x6 Sqmm + 1x6 sqmm earth wire (For MAIN LINE) …....................1.7.4 |
| 94 | Supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). Make :- Legrand/Schneider/ Siemens.8 Ways,Single door ................................2.8.4 |
| 95 | Supplying and fixing 240 volts, \"C\" series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc, as required. Make- Legrand/Schneider/ Siemens.6/32A Single Pole...................................2.12.1 |
| 96 | Supplying and fixing batten / angle holder including connection etc as required. …..............................1.34 |
| 97 | Earthing with copper plate 600mmx 600mmx 3mm thick including acessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.(but without charcoal or cock and salt) complete etc. as required. ….....................3.6 |
| 98 | S/L 8 SWG G.I. wire in ground :- Supplying and laying 8 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.…..............3.7 |
| 99 | S/F rewirable double pole/ TP&N switch disconnector:-providind and fixing following capacity double pole/TP&N sheet metal switch disconnector fuse unit in existing metal board with rewirable type fuses , including drilling holes in metal board ,making connections, etc as required.32 A,Double pole .............................(J.S.R.) 2.1.2 |
| 100 | Laying of one number PVC insulated and PVC Sheathed / XLPE power cable of 1.1 KV grade of sizenot exceeding 35 sq.mm. direct in ground including excavation, sand cushioning, protective coveringand refilling the trench etc as required. …........................(J.S.R.) 5.1 |
| 101 | Erection of C.C. pole upto 11 m in B.B. Erection of RCC / PCC pole of following length in brick ballast and ramming the foundation, finisching with 150mm thick cement concrete (1:3:6) layer on with including excavation and refilling etc as requited. …......................8.1.2 |
| 102 | S.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......................9.1.4 |
| 103 | LED High Mast light system 16 meter Pole…......................Quotation |
| 104 | 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 coarsesand), 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). ...................CPWD_2023_16.69 / 78 |
| 105 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidatingCPWD_2023_11.45/ 255 and finishing smooth etc. all complete as per direction of Engineer-in-charge. ......................... |
| 106 | Providing & fixing of White River (Stone) Pables size of 2\" to 2.50\" dia in natural colour at site of work including loading, unloading, carriage and alltaxes paid etc.and as per direction of officer in charge. ….........................CPWD_2020_ H&L_2.50/ 111 |
| 107 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. ...........................CPWD_2020_H&L _2.28 /101 |
| 108 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge ................................CPWD_2020_H&L _2.34 /103 |
| 109 | Supplying, 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_SOR_2022_5.5.12 |
| 110 | Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 2.2 |
| 111 | Supplying and stacking at site dump manure from approved source, including carriage up to 1.0 km (manure measured in stacks will be reduced by 8% for payment) …...........2.4Screened through sieve of IS designation 20 mm …..................2.1 |
| 112 | Screened through sieve of IS designation 16 mm …........................2.2 |
| 113 | Screened through sieve of IS designation 4.75 mm …..................2.3 |
| 114 | Supplying and stacking of well decayed cow dung manure at site including royalty and carriage up to 1.0 km (cow dung manure measured in stacks will reduced by 8% for Payment) …................2.25 |
| 115 | Fine dressing of the ground ….....................2.7 |
| 116 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge …............... 2.9 |
| 117 | Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately). …...............2.8 |
| 118 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts...................2.12 |
| 119 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).................2.14.......................................Holes 1.2 m diameter and 1.2 m deep….................2.14.1 |
| 120 | Holes 90 cm diameter and 90 cm deep…..............2.14.2 |
| 121 | Holes 60 cm diameter and 60 cm deep…..................2.14.3 |
| 122 | Holes 45 cm diameter and 45 cm deep…......................2.14.4 |
| 123 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, 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 manure 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 theepartment & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. .....................2.40.5 |
| 124 | Delonix regia …................7.24 |
| 125 | Cassia fistula …....................7.16 |
| 126 | Dalbergia sissoo …..............7.23 |
| 127 | Pterospermum acerifolium ….................7.28 |
| 128 | Ficus religiosa …........................7.36 |
| 129 | Ficus benghalensis …...................7.28 |
| 130 | Cestrum nocturnum ….................9.8 |
| 131 | Saraca indica ….............................7.8 |
| 132 | Azadirachta Indica…..................7.5 |
| 133 | Bauhinia purpurea …..................7.8 |
| 134 | Callistemon lanceolatus …................7.14 |
| 135 | Spathodea campanulata …................7.82 |
| 136 | Plumeria alba …..................7.7 |
| 137 | Plumeria rubra ….............................7.72 |
| 138 | Lagerstroemia flosreginae …....................8.43 |
| 139 | Polyalthia longifolia …....................7.74 |
| 140 | Tectona grandis …...................7.87 |
| 141 | Tamarindus indica ….....................7.85 |
| 142 | Mangifera indica ….....................7.53 |
| 143 | Eugenia jambolana .............................7.83 |
| 144 | Phyllanthus emblica …....................7.64 |
| 145 | foxtail palm …...................................7.44 |
| 146 | Bottle palm …...........................7.11 |
| 147 | Areca Palm ….......................3.18 |
| 148 | Traveller\"s palm …......................5.43 |
| 149 | Bismarckia Palm …......................5.11 |
| 150 | Phoenix palm ….....................3.74 |
| 151 | Buddha belly bamboo…...............5.8 |
| 152 | Clerodendrum inerme ….................6.6 |
| 153 | Ficus panda …..................8.28 |
| 154 | Ficus benjamina Starlight …...................5.28 |
| 155 | Gardenia jasminoides …....................8.3 |
| 156 | Golden duranta …....................6.12 |
| 157 | Hamelia patens ….....................8.31 |
| 158 | Hibiscus rosa-sinensis …...................8.35 |
| 159 | Raphis excelsa …....................3.76 |
| 160 | Tecoma gaudichaudi ….................8.67 |
| 161 | TMC dwarf …......................8.61 |
| 162 | Canna dwarf …...............4.89 |
| 163 | Rose …...................4.93 |
| 164 | Topiary of Ficus Panda …...........5.4 |
| 165 | Marigold jaffri …...............4.37 |
| 166 | Dracaena …...........................3.47 |
| 167 | Alternanthera red …................6.2 |
| 168 | Chlorophytum comosum…..............6.8 |
| 169 | Jatropha ….....................8.41 |
| 170 | Sprenger\"s asparagus …......................6.4 |
| 171 | Syngonium podophyllum …...................6.25 |
| 172 | Tradescantia pallida …......................6.29 |
| 173 | Cynodon dactylon …..................2.34 |
| 174 | Gym And Playing equipments:- Shoulder Wheel (Product Area:- LxWxH 590mm x 790mm x 1700 mm SAFE PLAY AREA:- 900mm x 900mm Main Frame:- 110m OD GI B- Class Wheel-32 mm OD GI B- Class USED BEARING NO 6205, GI NUT- BOLTS as approved by E/I...... |
| 175 | Double Abs Shaper (Product Area: - LxWxH 1500mm x 1400mm x 950mm SAFE PLAY AREA:- 2080mm x 2080mm PIPE:- 20 OD GI B- Class Leg- 38mm OD GI B- Class Thickness- 2.5mm to 3.0 mm as approved by E/I…............ |
| 176 | Cycle(PRODUCT AREA:- LxWxH 700mm x 1200mm x 1050mm SAFE PLAY AREA:- 1500mm x 1000 mm Main Frame Pipe:- 30mm OD GI B-Class Handle Pipe 32mm OD Paddle 2 Rounding Plate: 300mm x 300mm Plate: 6 mm Base plate : - 2, Used bearing, as approved by E/I…............. |
| 177 | PLAYGROUND SLIDES ( 10FRP Standards Slide (L12\"/W2\"/H7.5\"). As approved by E.I….......... |
| 178 | Double Air Walker ( DIMENSION : 180x35x120 cm MAIN PIPE SIZE: 4\" (115mm)or 5 \" (127mm) *SUPPORTING PIPE: 32mm/42mmMAXIMUM USER WEIGHT : 140 kgsRUST PROOF POWDER COATING WITH GERMAN TECHNOLOGY * FULL GI PIPE & M/S STEEL FABRICATION DESIGN. As approved by E/I............ |
| 179 | PARK SWINGS ( L10\"/W4\"/H9\"). As approved by E/I….. |
| 180 | Horse Rider(PRODUCT AREA: LxWxH 950mmx 700mmx 1010mm SAFE PLAY AREA: 1000mm x 900mm Main Frame Pipe: 75mmOD GI B- Class Seat Handle Support: 38mm OD GI B-Class USED BEARING NO 6205, GI NUT-BOLTS As approved by E/I…........... |
| 181 | Triple Waiest Twister (PRODUCT AREA LxWxH 800mm x 1400mm x 1250mm Safe Play Area: 1700mm x 1010mm Main Frame Pipe: 110mm OD GI B- Class Handle Pipe 32 OD GI B- Class Round Plate: 200mm x 200mm Round Plate Thickness: 8mm Base plate 2 USED BEARING NO 6205, GI NUT-BOLTS As approved by E/I.............. |
| 182 | MS Strip Cast Iron Bench (L5\"/W2.5\"/ H2.5\") As approved by E/I…............... |
| 183 | Dolphin/Other FRP Dustbin ( H:2.5\") 50 ltr. As approved by E/I…........ |
| 184 | Gazebo As approved by E/I …............... |
| 185 | KioskAs approved by E/I…........... |
| 186 | Outdoor Fountain, Maitainence Period 1 (Years) Product id: 5116877-38744082498 …..... As approved by E/I …......... |
| 187 | Bricks=10 km |
| 188 | Coarse Sand=10 km |
| 189 | Stone chips =30 km |
| 190 | Cement (5km) |
| 191 | Steel (5 km) |
| 192 | Add GST@18% |
| 193 | Add Labour Cess@1% |
