| 1 | 1 | Distribution of Pipe Line: (Labour) Earth work in excavation in pipe line trenches within 50.0 mtr iniial lead and 1.50 mtr initial lit in all kind of soil inclding rough dressing and breaking the clods maximum 5cm to 7cm and laying in layers not exceeding 0.30 mtr in depth and as per direction of Engineer-in-charge. a) For 100mm & 150mm dia Class K-7 D.I. S/S pipeline | | 3792.76 | Cum |
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| 2 | 2 | Laying in trenches centrifungally cast (Spun) Ductile iron socket and spigot pipe of the following nominal diameter as per specification and direction of Engineer -in- charge including supplying of all labour, materials,tools & plants required to perform the work (Earth work work in trenches, jointing of pipes, specials & fittings to be measured and paid seperately, including carriage of pipe ) a) Laying of 100 mm dia Class K-7 D.I. Socket & Spigot pipe | | 5000 | Mtr. |
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| 3 | 2.01 | b) Laying of 150 mm dia Class K-7 D.I. Socket & Spigot pipe | | 3100 | Mtr. |
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| 4 | 3 | Supplying all labour , materials T&P and making Push-on joints using rubber rings or push on joints to centrifungally (Spun) D.I. pipes using rubber gaskets of the following nominal dia including testing of the joints but Excluding the cost of rubber rings as per specification complete. a)100 mm dia Class K-7 D.I. pipe | | 1100 | Each |
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| 5 | 3.01 | b) 150 mm dia Class K-7 D.I. pipe | | 650 | Each |
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| 6 | 4 | Supplying all labour , materials T&P and providing flanged joints to flanged D.I pipes and fittings of the following nominal dia including testing of the joints, cost of bolts & nuts & rubber insertion as per specification complete. a) 150mm | | 5 | Each |
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| 7 | 4.01 | b) 110mm | | 10 | Each |
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| 8 | 5 | Providing and fixing of CI Mechanical joint socket to flanged ends of DI pipes including supply of all materials, labour, tools & plantsand testing of joints etc. all complete as per specification and direction of Engineer-in-Charge including supplying of all labour,materials,tools & Plants required to perform the work a) 150mm | | 15 | Each |
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| 9 | 5.01 | b) 100mm | | 35 | Each |
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| 10 | 6 | Supplying all labour , materials T&P and Providing laying of MS pipe of all classes of the following outer diameter with internal cement lining etc. all complete as per specification & direction of Engineer-in-Charge including supply of all labour, materials T & P reported to perform the work including two coat of painting over a coat of primer (Earth work will be measured separately). a) 114.30mm outside dia & 4.0 mm thick | | 30 | Mtr. |
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| 11 | 6.01 | b)168.30 mm outside dia & 4.50 mm thick | | 15 | Mtr. |
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| 12 | 7 | Providing laying, fixing & testing of MS specials, bends, etc. in trenchesetc. all complete as per specification and direction of Engineer-in- charge in cluding supplying of all labour,materials, T & P required to perform the work a) 114.30mm dia MS 900 bend | | 20 | Each |
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| 13 | 7.01 | b)Cost of 100.0 mm dia MS Flange | | 24 | Each |
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| 14 | 7.02 | c)168.30 mm dia MS 90 0 bend | | 4 | Each |
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| 15 | 7.03 | d)Cost of 150.0 mm dia MS Flange | | 8 | Each |
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| 16 | 8 | Flame cutting and facing the MS plate or pipe up to 8mm thick including supply of all labour materials T&P for following plate thickness all complete as per specification and direction of Engineer-in- Charge. | | 24.99 | Mtr. |
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| 17 | 9 | Providing joint by welding with two welding beads/Pass (Fillet weld) to MS pipe and fittings at site by using welding generator including testing of joints, as per specification complete including supplying of all labour, materials, tools & plants required to perform the work | | 25.12 | Mtr. |
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| 18 | 10 | Supplying all materials, labour T&P and filling in F&P with river sand well watered and rammed including conveyance of all materials to worksite payment of royalty, taxes etc. all complete as per direction of Engineer-in-Charge | | 491.25 | Cum |
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| 19 | 11 | Supplying all materials, labour T&P and providing c.c (1:3:6) using 40 mm h.g. metal including watering, curing, coveyance of all materials to worksite payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 327.5 | Cum |
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| 20 | 12 | Supplying all materials, labour T&P and providing c.c (1:2:4) using 12 mm h.g. chips including watering, curing, coveyance of all materials to worksite payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 327.5 | Cum |
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| 21 | 13 | Supplying all labouur, T&P for filling in foundation and plinth and pipe trench with excaveted materials including watering and ramming as directed by the Engineer-in-charge. | | 3248.72 | Cum |
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| 22 | 14 | Supplying all materials, labour T&P for Cutting of C.C road Surface (manually) etc. for laying of pipe line including conveyence of all materials etc.all complete as per approved specification and direction of the Engineer-in-Charge | | 655 | Cum |
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| 23 | 15 | Supplying all materials, labour T&P for Cutting of Metalled road Surface (manually) etc. for laying of pipe line including conveyence of all materials etc.all complete as per approved specification and direction of the Engineer-in-Charge | | 57 | Cum |
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| 24 | 16 | Supply, installation & Testing of Cast Iron Sluice valve of RATING PN -1.0 (IS 14846) with double flanged ends for water works purpose conforming to IS: 2685 for the following rating and nominal diameters as per specification complete including supplying of all labour, materials, T & P required to perform the work (including cost of Nut bolts & washer, Rubber insertion sheet etc.) a)150mm dia C.I. S. Valve (PN-1.0) with wheel | | 10 | Each |
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| 25 | 16.01 | b) 100 mm dia C.I. S. Valve (PN-1.0) with wheel | | 25 | Each |
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| 26 | 17 | Supply, installation & Testing of Single Air releive valve for water works purpose for the following diameter including drilling the water main (Cast iron pipe with metal straps) as per specification complete including supply ofing of all labour, materials, T&P required to perform the work (including cost of Nut bolts & washer, Rubber insertion sheet etc.) a) 25mm dia C.I. Single Air Valve | | 5 | Each |
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| 27 | 18 | Suppying all labour T&P for cutting C.I./ D.I. pipes for inserting specials as per direction of Engineer-in- charge. a)150mm/100 mm dia pipe | | 50 | Each |
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| 28 | 19 | Construction of sluice valve chamber of the following nominal size and Specification withprovision for earthwork in excavation in all kinds of Soil, filling sand 0.10 m thick, 0.15 m thick PCC (1:3:6) over wall top, F.A. B/W in F & P in CM (1:4), 0.10 m thick RCC (1:1.5:3) in cover slab, 12 mm thick CP in CM (1:4) on outside and top of the wall portion etc. all complete.as per specification for different size of sluice valve a)Size 0.76m x 0.76m x 1.06 mtr inside | | 35 | Each |
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| 29 | 20 | Transportation of surplus earth and dedris by mechanical means & disposing it within a distance of all labour, T & P complete as per direction of Engineer -in-charge | | 1256.04 | Cum |
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| 30 | 21 | Providing laying, fixing & testing of D.I. specials, bends, etc. in trenches all complete as per specification and direction of Engineer-in- charge in cluding supplying of all labour,materials, T&P required to perform the work (Excluding E/W) | | 73.84 | Qntl. |
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| 31 | 22 | PRODUCTION WELL 02 NOS:Sinking of 200 mm dia Production Well: Labour for drilling a perfectly vertical bore hole to specified diameter for a specified depth below G.I in alluvial soil strata by mud rotary rig drilling as required to suit the site condition as per the direction of E.I.C including supply of rig with all accessories, T&P and all consamble etc. for afinished bore suitable for lowering of 200mm dia M.S/ PVC pipe for housing fited with sockets and with or without well screen as per the necessary for soft medium hard and boulder formation (M.S./PVC casing pipe if required to be provided by the contractor to prevent collapse of over burden portion). including lowing and with drawing of casing pipe after drilling 200mm dia to 400mm dia in over burden portion. Lowering of 200mm dia pipe from 0.0 mtr to 100.0 mtr and for | | 200 | Mtr. |
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| 32 | 23 | Labour for Lowering the following size M.S./PVC casing pipes with or without slotted pipes as per the necessary from ground level upto 250 mtr depth and fitted and fixed up in perfectly vertical position, including cutting and threading blank pipes and slotted pipes and supplying and fixing all jointing materials , extra socket and top etc.all complete and plugging the tube well to prevent entry og forign materials a) 200mm dia PVC pipe | | 200 | Mtr. |
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| 33 | 24 | Cleaning and developing the tubewell with compressor supplied by the contractor/ continuously worked for a minimum period of 60 hrs or till clean and adequate discharge is obtain from the tube well including supply and use of necessary equipment and labour as per the direction of Engineer-in-charge. | | 2 | Each |
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| 34 | 25 | Supplying all labour T&P and providing sanitary ceiling by cement concrete grouting and annular space arround G.I/PVC/MS pipe up to 3.00 mtr below ground level to plug the bore hole including cost of cement all complete as per direction of Engineer-in-Charge | | 2 | Each |
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| 35 | 26 | Labour charges for gravel packing of specific size (P-6) of gravel to be suplied by contractor as per the direction 0f Engineer in charge (all through ) | | 18.28 | Cum |
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| 36 | 27 | Cost of Materials:- a) 8\" dia PVC pipe including cost of threading | | 120 | Mtr. |
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| 37 | 27.01 | b) 8\" dia PVC strainer ( slotted pipe ) | | 60 | Mtr. |
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| 38 | 27.02 | c) 8\" dia PVC End cap | | 2 | Each |
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| 39 | 27.03 | d) 8\" dia PVC cone | | 2 | Each |
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| 40 | 28 | CONSTRUCTION OF PUMP HOUSE (02 NOS): Single under reamed pile foundation with RCC (1:1.5:3) using 12 mm bhg CB chipse including cost of boring and excluding cost of M.S/Tor steel and labour charges for cutting, bending and binding of steel. etc completed and as per direction of EIC . a)250 mm dia and 3.0 mtr long single under reamed pile | | 16 | Each |
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| 41 | 29 | Earth work in all kinds of soil in excavation of foundation trenches within 50 m initial lead including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding o.30 in depth and as per direction of EIC . | | 1.12 | Cum |
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| 42 | 30 | Supplying all materials, labour T&P and filling in F&P with river sand well watered and rammed including conveyance of all materials to worksite payment of royalty, taxes etc. all complete as per direction of Engineer-in-Charge | | 15.4 | Cum |
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| 43 | 31 | Supplying all materials, labour T&P and providing c.c (1:3:6) using 4cm h.g. metal including watering, curing, coveyance of all materials to worksite payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 1.94 | Cum |
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| 44 | 32 | Supplying all materials, labour T&P and providing c.c (1:1.5:3) using 12 mm h.g. chips including watering, curing, coveyance of all materials to worksite payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 0.65 | Cum |
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| 45 | 33 | Supplying all materials, labour, T&P and providing brick work with F.A. bricks having c.s. not less than 75kg/cm2 with dimensional tolerance ± 2% in c.m. including watering,curing conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge a)In F&P (1:6) | | 3.38 | Cum |
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| 46 | 33.01 | b) In S/S (1:6) | | 15.84 | Cum |
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| 47 | 34 | Supplying all materials, labour, T & P and providing 2.5 cm thick Damp proof course with (1:2:4) using 12mm size bhg CB chipse including curing etc. all complete as per Specification and direction of Engineer-in-Charge | | 6.5 | Sqm |
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| 48 | 35 | Supplying all materials, labour, T & P and providing 2.5 cm thick grading concrete with (1:2:2) on roof slab with 6mm size bhg CB chipse including curing etc. all complete as per Specification and direction of Engineer-in-Charge | | 28.88 | Sqm |
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| 49 | 36 | Supplying all materials, labour, T &P and providing C.C (1:1.5:3) using 12mm h.g. chips for R.C.C. works including hoisting, laying, watering, curing, conveyance of all materials to worksite, curing, conveyance of all materials to worksite, payment of royalty, taxes etc, all complete as per specification and direction of Engineer-in-Charge | | 6.66 | Cum |
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| 50 | 37 | Supplying all materials, labour, T&P and providing M.S. reinforcement for R.C.C. works including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 8.1 | Qntl. |
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| 51 | 38 | Supplying all materials, labour, T&P and providing rigid & smooth centering & shuttering for R.C.C.works including false work and dismantling them after casting including conveyance of all material, to worksite, payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge a)LINTEL | | 2.98 | Sqm |
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| 52 | 38.01 | b)G.Beam | | 19.8 | Sqm |
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| 53 | 38.02 | c)Slab | | 28 | Sqm |
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| 54 | 39 | Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge a)12 mm thick C.P in (1:4) | | 65.7 | Sqm |
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| 55 | 39.01 | b)12 mm thick C.P in (1:6) | | 133.86 | Sqm |
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| 56 | 40 | Supplying all materials, labour, T&P and providing cement punning including watering,curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 31.16 | Sqm |
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| 57 | 41 | Supplying all materials, labour, T&P and providing 25mm thick artificial stone flooring with c.c (1:2:4) including punning using 12mm size h.g. chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of Engineer-in-Charge | | 18.06 | Sqm |
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| 58 | 42 | Supplying all materials, labour, T&P and providing and fixing M.S. pannel door single leaf with M.S. framed over all size including frame 1830 mm height X 910mm width made out of the following materials confirming to relevant I.S. specification, frame:- 30 x30x5mm M.S. angle shutter style top and bottom rail 25 x 25 x 3 mm M.S. angle door pannel :- 1.0 mm C.R. sheet Pannel stiffner covering width of leaf 19x5mm. M.S. flat - 3 Nos, Hinges size: 100 mm - 3 Nos bought out as per I.S.S. Hold fast : 30 x 30 x 5mm M.S. Angle : 150mm length bifurcated at the tip - 3 Nos on the site, hadle : 19 x 5mm M.S. flat fabricated - 2Nos, Aldrop : 2 Nos bought out as per I.S.S. Approximate weight - 36.50kg including conveyance of all materials to worksite, payment specification and direction of Engineer-in-Charge | | 130 | Kg. |
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| 59 | 43 | Supplying all materials, labour, T&P and providing and painting two coats with enamel paint over a coat of primer to iron works etc. complete as per direction of Engineer-in-Charge | | 13 | Sqm |
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| 60 | 44 | Supplying all materials, labour T&P and providing and fixing in position 50 mm thick precast cement concret jally (1:1.5:3) with hard granite chips including fitting and fixing of cement mortar (1:3) etc. all complete as per specification and direction of Engineer-in-Charge | | 0.54 | Sqm |
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| 61 | 45 | Supplying all labour T&P, materials and finishing wall with water proofing cement paint of approve shade on new work two coats to give an even shade including cost of brushes and putty with cost of paint and direction of Engineer-in-Charge | | 139.48 | Sqm |
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| 62 | 46 | Pump & Motor:- Supply, Installation & Testing of vertical submersible pumping set of approved make & following rating, head & discharge including supply of all labour, material, tools & plants all complete as per specification and direction of Engineer In-Charge. (with 100% Standby) | | 60 | HP |
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| 63 | 47 | Supply, Installation & Testing of Star Delta control Pannel board with APFC arrangement for running of 10 HP vertical submersible pump set, of approved make & following rating, head & discharge including supply of all labour, material, tools & plants all complete as per specification and direction of Engineer In-Charge. | | 60 | HP |
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| 64 | 48 | Commissioning:Supplying all, materials labour T&P such as providing fitting,fixing of medium grade G.I. pipe cutting to the required size each with threading, welding of flanges with 5/8\" dia hole in flanges. The flanges should be in a horizontal position including cutting grooves for cable with the pipe so that each flanges when joint with rubber insertion packing shall remain water tight etc.completed as per specification and direction of Engineer-in-Chargea) 80mm (3\" dia) x 3.0 mtr long G.I./M.S. pipe welded with M.S. flanges/Socket joint both side (medium grade reputed make) | | 30 | Each |
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| 65 | 49 | Supplying all, materials labour T&P & fitting, fixing of following materials etc.completed as per specification and direction of Engineer-in-Charge a) 100mm (4\" dia) x 1.0 mtr long G.I. pipe | | 18 | Each |
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| 66 | 49.01 | b) Supplying of 100mm (4\" dia) G.I. Bend | | 6 | Each |
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| 67 | 49.02 | c) Supplying of 90mm (3\" dia) M.S. Clamp | | 3 | Each |
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| 68 | 49.03 | d) Supplying of MS well cover plate (P/W) | | 3 | Each |
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| 69 | 49.04 | e) Supplying of 100mm (4\" dia) MS flange | | 48 | Each |
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| 70 | 49.05 | f) Supplying of 100mm (4\" dia) G.I. Socket | | 36 | Each |
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| 71 | 49.06 | g) Supplying of Rubber insertion | | 60 | Each |
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| 72 | 49.07 | h) Supplying of 3/4\" Garware rope | | 360 | Mtr. |
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| 73 | 49.08 | i) Supplying of 5/8\" x 3\" Nut bolts | | 60 | Kg. |
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| 74 | 49.09 | j) Supplying of 75mm dia 450mm long G.I. Short piece | | 12 | Each |
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| 75 | 50 | Supplying all labour, materials T&P for welding the 100mm dia socket with MS flange compt. as per specification and direction of Engineer-in-Charge | | 36 | Each |
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| 76 | 51 | Supplying all labour T&P for lowering of submersible motor with pump with required nos. of column pipe jointing by applying rubber insertion between the flanges with nut bolts to make it air tight perfectly, cable & garware nylon rope should be water tight perfectly including transportation charges of all materials. | | 3 | Each |
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| 77 | 52 | Supplying all labour, materials, T&P for fitting fixing C.I Sluice Valve with double flanged ends for water works purposes confirming to IS: 14846-2000 for the following rating and nominal diameter as per specification complete. [100mm (4\" dia) C.I. Sluice valve RATING-PN (Normal Pressure) -1.0 ] | | 3 | Each |
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| 78 | 53 | Supplying all labour , materials T&P and providing flanged joints conforming to IS 3114-1994 to flanged C.I pipes and fittings of the following nominal dia including testing of the joints, cost of bolts & nuts & rubber insertion as per specification complete. | | 18 | Each |
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| 79 | 54 | Supplying all labour, materials, T&P for fitting fixing swing check type Reflux valves (Non-Return Valves) with double flanged ends confirming to IS: 5312(Part-I)-2004 for water work purposes for the following rating and nominal diameter as per specififcation complete. [100mm (4\" dia) C.I. NR valveRATING-1.0Mpa ] | | 3 | Each |
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| 80 | 55 | Supplying all labour, materials T & P and providing laying in trenches Double Flanged Duck foot 100 mm dia C.I Duck Foot Bend confirming to IS: 1538-1993 (Part-XVIII) of the following nominal diameter as per specification complete. 100mm dia. x 90° C.I Duck foot bend | | 3 | Each |
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| 81 | 56 | External Power Supply to PHD Pump House:- Supplying, Fitting, Fixing, Testing & Commission-ing of following items of works for 25KVA, 11/ 0.4 KV (D/P) Sub-Station, 11KV 3-phase line-0.50 KM a)9.0 mtr Joist Pole (150x150mm)- | | 4 | Each |
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| 82 | 56.01 | 9mtr PSC Pole | | 20 | Each |
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| 83 | 56.02 | 11KV V Cross Arm | | 20 | Each |
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| 84 | 56.03 | Pole Top Bracket | | 20 | Each |
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| 85 | 56.04 | MS Back Clamp for 11KV 'V' | | 20 | Each |
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| 86 | 56.05 | 11KV GI Pin | | 60 | Each |
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| 87 | 56.06 | 11 Kv Pin insulator | | 60 | Each |
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| 88 | 56.07 | T&C Hardware fittings | | 12 | Each |
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| 89 | 56.08 | 11 Kv T & C Disc Insulator | | 12 | Each |
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| 90 | 56.09 | 18mm G.I Stay | | 12 | Each |
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| 91 | 56.1 | 7/10 G I Stay Wire. | | 250 | Each |
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| 92 | 56.11 | MS Clamp for Stayset | | 8 | Each |
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| 93 | 56.12 | 11 Kv Stay insulator | | 8 | Each |
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| 94 | 56.13 | 3 Pole 11KV A B Switch (200Amp) | | 2 | Each |
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| 95 | 56.14 | 3 Pole 11KV H.G Fuse | | 2 | Each |
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| 96 | 56.15 | 40mm G I Perforted Pipe Earthing Device. | | 10 | Each |
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| 97 | 56.16 | 100 x 50 x 6 mm M S Channel | | 240 | Each |
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| 98 | 56.17 | 75 x 40 x 6 mm M S Channel | | 160 | Each |
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| 99 | 56.18 | 50 x 50 x 6 mm M S Angle | | 80 | Each |
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| 100 | 56.19 | 16 mm M S Bolt & Nuts with Washer | | 180 | Each |
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| 101 | 56.2 | 11kv Lightning Arrestor | | 6 | Each |
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| 102 | 56.21 | No - 6 / 8 GI Wire | | 40 | Each |
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| 103 | 56.22 | 25x5mm GI flat for neutral earthing | | 40 | Each |
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| 104 | 56.23 | 55mm2 AAA Conductor | | 3 | Each |
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| 105 | 56.24 | 25 KVA 11/0.4KV Transformer (star rated) | | 2 | Each |
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| 106 | 56.25 | Distribution Box for 25KVA Transformer | | 2 | Each |
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| 107 | 56.26 | 50mm2 X 3.5Core PVC Cable | | 30 | Each |
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| 108 | 56.27 | No-8 Alluminum Binding Wire /Tape | | 6 | Each |
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| 109 | 56.28 | All cable lugs of different size | | 60 | Each |
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| 110 | 56.29 | Red Oxide Paint | | 6 | Each |
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| 111 | 56.3 | Alluminum Paint | | 8 | Each |
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| 112 | 56.31 | Black Paint | | 1 | Each |
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| 113 | 56.32 | Birbed wire fencing | | 2 | Each |
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| 114 | 56.33 | Earthing Material | | 10 | Each |
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| 115 | 56.34 | Concreating of 9m PSC Pole | | 8 | Each |
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| 116 | 56.35 | Concreating of Joist Pole | | 1.44 | Each |
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| 117 | 56.36 | Concreating of stay | | 8 | Each |
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| 118 | 56.37 | Danger board | | 8 | Each |
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| 119 | 56.38 | Sundnes for survey, tree cutting, small size nut & bolt with washer, allm binding tape. Danger Board for S/S | | 2 | Each |
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| 120 | 56.39 | Sundries for survey, tree cutting, small size nut & bolt with washer, allm binding tape. Danger Board for Line | | 0.28 | Each |
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| 121 | 57 | INTERNAL ELECTRIFICATION:- Supplying fitting and fixing of electrical goods for internal electrification (New Pump House) 100Amp 415 volt AC 50HZ switch gear complete with pocelaine fuse unit in sheet mwetal enclosure | | 3 | Each |
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| 122 | 57.01 | 100amp 415 volt kit-kat along with base plate | | 12 | Each |
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| 123 | 57.02 | 10-NO Earthing wire Copper | | 6 | Each |
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| 124 | 57.03 | 25/5 earthing Busbar Copper plate | | 6 | Each |
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| 125 | 57.04 | 19mm PVC saddle | | 90 | Each |
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| 126 | 57.05 | PVC Tape steel grip | | 9 | Each |
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| 127 | 57.06 | kit-kat clamp | | 3 | Each |
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| 128 | 57.07 | 2'' G.I welding nut and bolt | | 24 | Each |
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| 129 | 57.08 | Nail of different size | | 1.5 | Each |
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| 130 | 57.09 | 1'' PVC Flexible Pipe | | 18 | Each |
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| 131 | 57.1 | 10mm2 single core copper conductor (Flexible wire) | | 54 | Each |
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| 132 | 57.11 | Auto & Manual change over switch | | 3 | Each |
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| 133 | 57.12 | 8'' x 10'' casing Board | | 3 | Each |
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| 134 | 57.13 | 8'' x 6'' casing board | | 3 | Each |
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| 135 | 57.14 | 6'' x 4'' casing board | | 3 | Each |
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| 136 | 57.15 | 4'' x 4'' casing board | | 6 | Each |
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| 137 | 57.16 | 6mm2 x 3 core Flat cable with Copper conductor tested upto 1100volt | | 420 | Mtr. |
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| 138 | 57.17 | 1/4'' Nut bolt with washer | | 48 | Each |
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| 139 | 57.18 | 3/4'' PVC casing caping channel | | 18 | Each |
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| 140 | 57.19 | Angle Holder | | 9 | Each |
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| 141 | 57.2 | 6Amp indicator lamp | | 3 | Each |
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| 142 | 57.21 | 10Amp fuse | | 3 | Each |
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| 143 | 57.22 | 6amp Socket | | 6 | Each |
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| 144 | 57.23 | Ceilling rose | | 6 | Each |
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| 145 | 57.24 | 5/32 Nut bolt | | 48 | Each |
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| 146 | 57.25 | 16A 220V Main Switch | | 3 | Each |
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| 147 | 57.26 | Single Phage Priventer | | 3 | Each |
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| 148 | 57.27 | Supply Installation Testing and commissioning of Time Switch F.M Quartz 50/60 Hz 240 volt A.C | | 3 | Each |
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| 149 | 57.28 | 50 mm2 x 3 1/2 core armound power cable with alluminium conductor tested upto 1100volt | | 90 | Mtr. |
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| 150 | 57.29 | S&F of standard earthing conforming to IS: 3043-1987 including supply & fixing of 38mm/40mm dia heavy duty GI pipe 3mtr.long conforming to IS: 1239 part-1/1990.The pipe shall have 12mm dia perforated holes at 15cm interval centr to center up to 2.5mtr. | | 3 | Each |
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