Constrcution of Circuit House Building at distt Chitrakoot

Amount

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out consruction of shorting and bracing, removal of slumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. PWD251/MORD 11.1

Cleaning jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of grith upto 30cm measered at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters out side of the peripheri of area cleared SOR

Filling By carted earth in trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. MORTH 305

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. DSR 23.7

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. PWD 281

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum. Excess/less cement used as per design mix is payable/recoverable separately). ( All works upto plinth level) DSR 5.37.1

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum. Excess/less cement used as per design mix is payable/recoverable separately). (All works above plinth level upto floor V level) DSR 5.37.2

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9

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

Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ)

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

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

Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide

Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges

Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. DSR 6.1.1

Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) (230mm wall) DSR 6.4.2

Same as in item no. 09 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. DSR 6.4.1

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. DSR-6.15

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Proving & injecting chemical emulsion for preconstructional anti-termite treatment and creating a chemical barrier under & alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & coduits etc.complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows: (I) Treatment for masonary & foundation 5litres/ sqm. (II) Back fill in immediate contract with foundation 7.5 litres / sqm. (III) Treatment of top surface of plinth filling 5 litres/sqm . (IV) Treatment of junction of wall and floor 7.5litres/sqm. (V) Treatment of soil along external perimeter of building 7.50 litres/sqm. (VI) Treatment of soil under Apron along external perimeter 5litres/sqm CAPTER-7

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. DSR 9.103

Providing and fixing bright /matt finished Stainless Steel Sliding Door Bolt of approved quality & make with necessary screws etc all complete. 250x16 mm. (PWD 474)

Providing and fixing bright /matt finished Stainless Steel Tower Bolt of approved quality & make with necessary screws etc all complete. 250x10 mm. (PWD 474)

Providing and fixing bright /matt finished Stainless Steel Tower Bolt of approved quality & make with necessary screws etc all complete. 150x10 mm. (PWD 474)

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm DSR 9.165.1

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. DSR 9.84

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper DSR 9.101.2

Mild steel or iron work of small sizes and sections such as hold fast etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood DSR 9.1.1

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes DSR 10.30.1

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 30 mm thick DSR 9.9.1.2

Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 35 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood (30 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood) DSR 9.134.2.2.1

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

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately). DSR 21.18

Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. DSR 10.28

M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Fabrication of Grill & staircase railing CHAPTER 10, NEW ITEMS SI. NO. 3

Supply of M.S. Angle iron door, window ventilation frame made of approved M.S. angle iron wroght to required form includingdrilling hole welding and recetting where necessary and also including supply of all material such as steel hinges of required size, nut & bolts etc. and also including all taxes, wastages and one coat of red oxide paint complete as per direction of engineer in charge for proper completion of work at site of work CHAPTER 10, NEW ITEMS SI. NO. 2

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. DSR 10.5

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). DSR 9.23

Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia DSR 9.46.2

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. CHAPTER 11, NEW ITEM

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 22.5

Providing & laying of light cinder filling under floor of toilets & other sunken roofs. CHAPTER 11, NEW ITEM NO. 3

12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (Exterior Side) CHAPTER 13, ITEM 586+596

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on smooth side of single or half brick wall. CHAPTER 13, ITEM 586

12 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. In Ceiling 1:4 CHAPTER 13, ITEM 586+587

12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (In Plinth) CHAPTER 13, ITEM 586+596

Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. DSR 5.30

Add for plaster drip course in plastered surface or moulding to R.C.C. projections DSR 5.30

Supply and fixing 6 mm thick china white glazed tiles size of approved by engineer-in-charge, in skirting or dado laid with 1:3 cement and approoved course sand mortar finished with white cement slurry jointing and polishing complete including supply of all material and tools and plant etc. required for proper completion of the work. PWD 628

Providing and laying Glazed/ Double Charge/ Anti Skid Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). CHAPTER 14, NEW ITEM

Providing and laying Glazed/ Double Charge/ Anti Skid Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). CHAPTER 14, NEW ITEM

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 11.56.1

Providing and fixing 20 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (l cement : 4 coarse sand), joints heated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Black granite Area of slab over 0.50 sqm DSR 8.2.2.2

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. DSR 16.90

Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work. DSR 641+642

Wax or French Polishing new wood work with approved readymade wax polish of approved french polish after rubbing down with sand 1 paper including supply of all materials, labour and tools and plants etc. required for proper completion of work. DSR 13.68.1

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (Apex Ultima, Weather coat All guard) Asian/ Berger. CHAPTER 15, ITEM 23 (CPWD 13.47.1)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. CHAPTER 15, 13.80

One priming coat & one coat oil distemper on new work including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat) PWD 649+650

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. DSR 4.17

Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) DSR 6.44

Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 5.35

Providing and fixing in position 12mm thick bitumen impregnated per cm fiber board conforming to IS: 1838, including cost of primer, sealing depth per compound Grade-A in expansion joints. DSR 5.28

Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide DSR 5.29

RCC work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows. Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plant etc. required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (PLINTH BAND)

RCC work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows. Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plant etc. required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (lintel BAND)

RCC work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows. Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plant etc. required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (SLAB) PWD 288

Supply and fixing of 35 mm thick commercial quality Sitapur ply or other approved plywood flush shutters including stops and including fixing and adjustment of hinges, bolts, locks handles springs and/or other fittings but excluding their supply and including painting with two coats of black japan on all Iron fittings if necessary and including fixing the glass panes with putty and brad glass to be 4mm thick fitting with necessary screw to be supplied depertmentally. PWD 470a

Steel work in Z-Section, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. PWD 503

Mild steel or iron work of small sizes and sections such as hold fast etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.

Steel work in Grill, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete (With 12 mm mild steel U beading ) DSR 9.51.2

12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (Interior Side) CHAPTER 13, ITEM 586

Providing & laying in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone grit) with a floating coat of neat cement, including cement slurry but excluding the cost of noising of steps etc. complete 40mm thick with 20mm nominal size stone aggregate. PWD 601

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 3.5 mm thick PWD 631 (ii) b

20mm thick cement plaster in dado or skirting in 1:3 consisting of one part of cement and 3 parts of approved coarse sand laid in panels, finished with a floating coat of neat cement of cemnet and marble dust in ration of 5:2 including supply of all material, labour and T&P etc. required for proper completion fo work. PWD 597

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.. CHAPTER 11, NEW ITEM

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. CHAPTER 15, 13.80

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (300x16 mm) DSR 9.96.1

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : (300x16 mm) DSR 9.97.1

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete (125mm) DSR 9.100.1

Engraving lines in the plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer in Charge including labour, T&P etc. required for proper completion of the work. Add for extra labour to all items of plaster. PWD 598

Providing & laying in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone grit) with a floating coat of neat cement, including cement slurry but excluding the cost of noising of steps etc. complete 40mm thick with 20mm nominal size stone aggregate. PWD 602

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete

Providing and fixing on wall face unplasticised 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 (110mm diameter)

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

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

Brick work in foundation in 1 : 4 cement & coarse sand

RCC in 1 : 1.5 : 3 in Slab (PWD 288)

20 mm thick plaster in 1: 2 cement & Course sand PWD 597

Supply & Fabrication of M. S. Steps DSR 19.15.1

500 mm diameter C.I. cover (medium duty) the cover to be not less than 58 kg (DSR 19.18.2)

C.I. Cowel (DSR 17.56.2.1)

C.I. Plain bend (DSR 17.39.1.2)

C.I. Single equal plaing junction (DSR 17.44.1.2)

Supply & Filling of brick ballast arround Shaft (PWD Mat.+255 -Local Sand)

Supplying & Filling of Coarse sand (Mat.+ 255-Local Sand)

Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately) (Over burnt (Jhama) brick aggregate 90 mm to 45 mm (DSR 16.5.2, AR-71))

RCC work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows. Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plant etc. required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (FOUNDATION)

RCC work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows. Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plant etc. required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (Column) PWD 289

RCC work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows. Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plant etc. required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. (Tie Beam)

Finishing wall with water proofing cement paint of approved make and quality on new work with two coat of given an even shade, including supply of all material labour and T&P etc. required for proper completion of the work. PWD 660+661

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameter DSR 19.19

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. (Drilling of 300mm dia bore hole manually. DSR 23.1.1.1)

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 23.4.2

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

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, 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. DSR 23.6

Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. PWD 251

Providing, laying and joining P.V.C pipes with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter

Providing, laying and joining P.V.C pipes with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of P.V.C Pipes including bed concrete as per standard design. 150mm diameter DSR 19.3.2

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of P.V.C Pipes including bed concrete as per standard design. 250mm diameter DSR 19.3.4

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: DSR 19.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Making expansion joint (vertical) by providing & filling 12 mm thick bitumin bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound & then covering by 200 mm Aluminium fluted strips 3.15mm thick for proper completion of the work. DSR 5.28+5.29.2.2

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) DSR 16.53

Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 300mm dia piles DSR 20.3.1

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. DSR 103

Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick as per direction of engineer in charge. AR-102

Providing and fixing in position pre-moulded joint filler in expansion joints. ARS-104

Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. AR-19

Construction of granular sub-base by providing close graded Materia conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 AR-105

RCC Slab (Cover) 1:1.5:3,side wall bottom PWD 288

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend AR-40

Brick work in 1 : 3 cement & coarse sand AR-108

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

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 16.91.2

Miled steel or iron work of small sizes and sections such as holding down bolt, rods, tie gratings etc. (when not included in and over all rates) wrought to rquired from including supply of steel bolts, nuts and wastage etc. and their fxing required for proper completion of work. AR-10

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required European type W.C. pan with ISI marked white solid plastic seat and lid PWD 301 a NEW ITEM

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. PWD 306

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: DSR 17.10.1 i) 610x510 mm bowl depth 200 mm

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. DSR 17.28.1 Semi rigid pipe a) 32mm dia

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. DSR 17.28.1 Semi rigid pipe b) 40mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31

CP Brase Fittings Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore DSR 18.21.2

Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore DSR 18.49.1

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore DSR 18.53

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore PWD 245

Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. PWD 334

Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms DSR 17.71

Providing & fixing soil, waste and vent pipes with all fixtures like bend, collar, etc. complete a) 100mm dia P.V.C pipe.

Providing & fixing soil, waste and vent pipes with all fixtures like bend, collar, etc. complete b) 75mm dia P.V.C. pipe.

Providing & fixing P.V.C trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. a) 100mm inlet & 75mm outlet.

Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion. Bend 87.5 110 mm bend DSR 12.42.5

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

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter DSR 12.41.2

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. a) 110mm DSR12.22

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm DSR 12.43.2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Internal work) 25 mm dia nominal bore DSR 18.7

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Internal work) 32 mm dia nominal bore

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(Concealed work) 15 mm dia nominal bore DSR 18.8

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

Providing and fixing brass stop cock of approved quality : 15 mm dia nominal bore DSR 18.16

Providing and fixing brass stop cock of approved quality : 20 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) : 25 mm dia nominal bore DSR 18.17.1

Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR 18.48

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. DSR 2.10.1.2

Providing, laying and joining P.V.C pipes with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100mm diameter

Providing, laying and joining P.V.C pipes with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. b) 150mm diameter

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) around P.V.C pipe including bed concrete as per standard design. a) 100mm diameter DSR 19.2

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) around P.V.C pipe including bed concrete as per standard design. b) 150mm diameter

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR19.30

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR19.30

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top 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 a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:4:8 (1 cement:4 coarse sand :8 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar DSR 19.16

Wiring point for Light/Street Light point One Way with 1.5mm² FR PVC Insulated with M/S copper wire with 1.5mm² Insulated M/S copper wire as earth wire drown in PVC pipe partly laid in slab & partly load in the wall with modular tyhe switch, ceilling rose/angle/Batten Holder bucket sheet etc complete in all respect. P.S.No:-138©+ 187(A)

Wiring point for Two Way Light Point with 1.5mm² FR PVC Insulated with M/S copper wire with 1.5mm² Insulated M/S copper wire as earth wire drown in PVC pipe partly laid in slab & partly load in the wall with modular tyhe switch, ceilling rose/angle/Batten Holder bucket sheet etc complete in all respect. P.S.No:-139©+ 187(B)

Wiring point for Ceilling Fan/Fresh air Fan/Wall Fan Point with 1.5mm² FR PVC Insulated with M/S copper wire with 1.5mm² Insulated M/S copper wire as earth wire drown in PVC pipe partly laid in slab & partly load in the wall with modular tyhe switch, ceilling rose/angle/Batten Holder bucket sheet etc complete in all respect. P.S.No:-140©+ 187(A)

Wiring point for Plug Point+TV Point+Aquaguard Point with 1.5mm² FR PVC Insulated with M/S copper wire with 1.5mm² Insulated M/S copper wire as earth wire drown in PVC pipe partly laid in slab & partly load in the wall with modular tyhe switch, ceilling rose/angle/Batten Holder bucket sheet etc complete in all respect. P.S.No:-141©+ 187(C)

Wiring point for Call Bell Point with 1.5mm² FR PVC Insulated with M/S copper wire with 1.5mm² Insulated M/S copper wire as earth wire drown in PVC pipe partly laid in slab & partly load in the wall with modular tyhe switch, ceilling rose/angle/Batten Holder bucket sheet etc complete in all respect. P.S.No:-142©+ 187(E)

Wiring point for Exhaust Fan Point with 1.5mm² FR PVC Insulated with M/S copper wire with 1.5mm² Insulated M/S copper wire as earth wire drown in PVC pipe partly laid in slab & partly load in the wall with modular tyhe switch, ceilling rose/angle/Batten Holder bucket sheet etc complete in all respect. P.S.No:-144©+ 187(D)

Add for invertor wiring point for light/fan /plug. P.S.No:-189(A)

Supply and Fixing sheet steel enclosure surface/Flush mounting fitted with 20Amp. 2Pin and earth metal clad scraping earth plug and socket complete in all respect. as directed at site by Engineer in charge. P.S.No:-1031 Cat A

Supply and Fixing of 20A/250V power plug fush type modular switch and 5 pin 20A/250V flush type universal modular socket on concealed M.S. Box including supply of all material labour T&P etc. required for proper completion of the work. P.S.No:-1139 [A]

Supply and Fixing of 6way TPNDB with additional at Metal Door without MCB Complete in all respect. P.S.No:-1027 (A) Cat A

Supply and Fixing of 4way TPNDB with additional at Metal Door without MCB Complete in all respect. P.S.No:-1026 (A) Cat A

Supply and Fixing of 63 Amp. 4 Pole Isolater. P.S.No:-1007 (B) Cat A

Supply and Fixing of 100 Amp. 4 Pole Isolater. P.S.No:-1007 (C) Cat A

Supply and Fixing of 12ways SPNDB with add. Metal door without MCB Complete. P.S.No:-1025 (A) Cat B

Supply and Fixing of 40 Amp. DP MCB (10 KA) C Curve. P.S.No:-1010 Cat A

Supply and Fixing of 6A to 32A SPMCB (10 KA) complete. P.S.No:-1002 [A] Cat A

Supply and Fixing of 63 Amp. 415 V metal clad TPN HRC type switch fuse unit complete with HRC fuse on angle iron bracket complete in all respect. P.S.No:-327 Cat B

Supply and Fixing of 100 Amp. 415 V metal clad TPN HRC type switch fuse unit complete with HRC fuse on angle iron bracket complete in all respect. P.S.No:-328 Cat B

S&F of 100 AMP four pole Mouled case type on load change over switch with enclosure including the cost of labour, T & P and material reuired for proper completion of the work as per direction and satisfaction of Engineer an charge. P.S.No:-387 (A)

S&F of 320 AMP four pole Mouled case type on load change over switch with enclosure including the cost of labour, T & P and material reuired for proper completion of the work as per direction and satisfaction of Engineer an charge. P.S.No:-380 [A]

Supply and fixing of LED Tube Light with Metal heavy duty box type batten light fitting 1 X 22 suitable for upto 1 X 22 watt LED tube poly carbonated tube light fitting complete including tube suitable for both Surface complete in all respect. 2420 systems lumens, 110lm/W, PF › 0.95, THD <10% , CRI>80,Sheet thickness 0.8mm, Tube with aluminium heat at with 5 year warrenty P.S.No:-1413 Cat AAA

Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect. 330-360 systems lumens, 110lm/W, PF › 0.95, with 5 year warrenty. P.S.No:-1417 (A) Cat AAA

Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. P.S.No:-1406 Cat AAA

Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72 Watt. Confirming to IP66 Protection complete in all respect. 6600-7920 systems lumens,High Power LED with lenses > 110lm/W, PF › 0.95, Potted driver set (Non circulatory), Phase to Phase protection at 440V&>300V auto cut and re-start features with 5 year warrenty. P.S.No:-1422 Cat AAA

Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. P.S.No:-1403 Cat AAA

Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire. etc., complete in all respects including matching colour wash etc. complete in all respect. P.S.No:-1304 Cat C

Supply and wiring of submain with two number 6 sq. mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 25 mm dia heavy duty (2 mm thick) PVC conduit with one No.4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. P.S.No:-217 [C]

Supply and wiring of submain with two number 16sq.mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 32 mm dia heavy duty (2 mm thick) PVC conduit with one number 10 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. P.S.No:-219 [C]

Supply and wiring of 4 number 25 sq. mm. PVC insulated 1100V grade single core copper conductor cable in 50 mm dia PVC conduit concealed in wall, with two number 16sq mm single core copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc. complete in all respect. P.S.No:-275 [C]

Supply and laying of 35.00 Sq. mm 3.5 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. P.S.No:-501 [K]

Supply and laying of 50.00 Sq. mm 3.5 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. P.S.No:-501 [L]

Supply and laying of 95.00 Sq. mm 3.5 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. P.S.No:-501 [n]

Supply and laying of 240.00 Sq. mm 3.5 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. P.S.No:-501 [r]

Supply and laying of 400.00 Sq. mm 3.5 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. P.S.No:-501 [T]

Supply and fixing of 35 sq.mm 3½ core brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. P.S.No:-503 [K]

Supply and fixing of 50 sq.mm 3½ core brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. P.S.No:-503 [l]

Supply and fixing of 95 sq.mm 3½ core brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. P.S.No:-503 [n]

Supply and fixing of 240 sq.mm 3½ core brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. P.S.No:-503 [r]

Supply and fixing of 400 sq.mm 3½ core brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. P.S.No:-503 [t]

Supply and Fixing of 4 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [a]

Supply and Fixing of 6 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [b]

Supply and Fixing of 16 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [d]

Supply and Fixing of 25 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [e]

Supply and Fixing of 35 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [f]

Supply and Fixing of 50 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [g]

Supply and Fixing of 95 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [i]

Supply and Fixing of 150 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [k]

Supply and Fixing of 240 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [m]

Supply and Fixing of 400 sq.mm sized cu. Lugs for submain/PVC aluminium cable complete in all respects. P.S.No:-504 [o]

Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. P.S.No:-1136

Supply and Fixing of door chime on polished MDFEG / Teak ply board including making connections etc. complete in all respect. P.S.No:-1102

Supply and Fixing of 16 SWG M.S. drum with luvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. P.S.No:-1122 (A)

Supply and Fixing of ceiling fans with fan motor of AC permanent insulated, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down rod blades, shackle canopies etc. and with double ball bearing system. BEE 5 star rated-1200mm sweep. P.S.No:-1501 (i)

Supply and Fixing of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. P.S.No:-1203 (A)

Supply and Fixing of L.E.D. Bulbs, 15W app. Make. P.S.No:-AR

Supply and Fixing of Fresh Air Fan 300 mm size including cartage and fixing Complete in all respects. P.S.No:-AR

Supply and Fixing of Heavy Duty Exhaust Fan 300 mm size sweep 900 RPM single phase including cartage and fixing Complete in all respects. P.S.No:-AR

Supply and Fixing of Wall Fan 450 mm Sweep Complete in all respects Complete in all respects. P.S.No:-AR

Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. P.S.No:-1131

Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. P.S.No:-1132

Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. P.S.No:-1133

Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in all respect. P.S.No:-704

Supply and Fixing of Two number 8 SWG Copper wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. P.S.No:-724

Supply & fixing of 8mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 135 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. P.S.No:-643

Supply and fixing 40 A TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. P.S.No:-807 (F) (ii)

Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire. P.S.No:-1304 [C]

Supply and laying of 16.00 Sq. mm 4Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. P.S.No:-501 [I]

Supply and fixing of 4 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. P.S.No:-504 [A]

Supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. P.S.No:-504 [d]

Supply and Fixing of 6A to 32A 4Pole MCB (10 KA) c curve complete. P.S.No:-1019 Cat A

Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 watt to 90 Watt. Confirming to IP66 Protection complete in all respect. P.S.No:-1423 Cat AAA

Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. P.S.No:-1109

Supply And Fixing of 40 Watt all in one Solar Street Light with two Days Back-up Complete in all respect. P.S.No:-AR

Supply and Fixing of 65mm Dia Medium Grade GI Pipe Suitable 40 Watt all in one Solar Street Light Complete in All Respect. P.S.No:-AR