Construction work of residential building for police station Siktaur Sonbarsa by upgrading the reporting police post Siktaur Balapar in Sonbarsa area under police station Chiluwatal in Gorakhpur district Lot No 3 of 4

Amount

Sub Head - I Earth Work Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil DSR-2.8.1 (GST shall be paid Extra)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. DSR-2.25 (GST shall be paid Extra)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km 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-2.27 (GST shall be paid Extra)

Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. DSR-4.1.8 (GST shall be paid Extra)

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos /Lindane E.C. 20% with 1% concentration DSR-2.35.3.1 (GST shall be paid Extra)

Sub Head - II Reinforced Cement Concrete FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 (GST shall be paid Extra)

(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.2 (GST shall be paid Extra)

© Suspended floors, roofs, landings, balconies and access platform 5.9.3 (GST shall be paid Extra)

(d) Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5 (GST shall be paid Extra)

(e) Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 (GST shall be paid Extra)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) DSR 20.1.1 (GST shall be paid Extra)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile upto 50 tonne Safe capacity Intial test D.S.R.-20.6.1.1 (GST shall be paid Extra)

Routine Test D.S.R.-20.6.1.2 (GST shall be paid Extra)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.1.1 (GST shall be paid Extra)

All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 (GST shall be paid Extra)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more (DSR 5.22.6) (GST shall be paid Extra)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). DSR-4.11 (GST shall be paid Extra)

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. DSR-4.13 (GST shall be paid Extra)

Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). DSR-6.47 (GST shall be paid Extra)

Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. DSR-6.38 (GST shall be paid Extra)

Class M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. DSR-6.4.1 (GST shall be paid Extra)

Sub Head - III Door Window & Ventilator Works 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 including ISI marked Stainless steel butt hinges with necessary screw. (Excluding cost of fitting) 35 mm thick (a) Single leaf DSR-9.20.2 (GST shall be paid Extra)

(b) Double leaf DSR-9.20.2+9.26 (GST shall be paid Extra)

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). D.S.R.-9.23 (GST shall be paid Extra)

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) D.S.R.-9.22.1 (GST shall be paid Extra)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Analyses rate AR - VI (GST shall be paid Extra)

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). D.S.R.-21.17 (GST shall be paid Extra)

Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge D.S.R.-9.143 (GST shall be paid Extra)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws DSR-9.21.3 (GST shall be paid Extra)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes DSR-10.30.2 (GST shall be paid Extra)

P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.(DSR-9.46.3) (GST shall be paid Extra)

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 : 250x10 mm DSR 9.97.2 (GST shall be paid Extra)

150x10 mm DSR 9.97.4 (GST shall be paid Extra)

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) (GST shall be paid Extra)

100 mm DSR 9.165.2 (GST shall be paid Extra)

75 mm DSR 9.165.3 (GST shall be paid Extra)

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 : 250x16 mm DSR-9.96.2 (GST shall be paid Extra)

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90 mm DSR-9.70.1 (GST shall be paid Extra)

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete (DSR-9.82) (GST shall be paid Extra)

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 (GST shall be paid Extra)

Carbon Steel galvanised (min 5 micron) dash fastner (min 5 micron) of 10 mm dia double threaded 6.8 grade counter sunk head screw comprising of 10 mm dia polyamide PA 6 grade sleave. Size 10 mm x 120 mm DSR-2508 (GST shall be paid Extra)

Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Double strip (horizontal type). DSR-9.114.2 (GST shall be paid Extra)

Sub Head - V Finishing work Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. DSR 13.78 (GST shall be paid Extra)

Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. DSR 13.78 (GST shall be paid Extra)

12mm cement plaster . 1 cement : 6 coarse sand. (DSR -13.4.2) (GST shall be paid Extra)

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). (DSR 13.47.1) (GST shall be paid Extra)

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. DSR 13.83.2 (GST shall be paid Extra)

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. (DSR 13.80) (GST shall be paid Extra)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (M.S. works) (DSR 13.62.1) (GST shall be paid Extra)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (Wooden works) (DSR 13.62.1) (GST shall be paid Extra)

Sub Head - VI Flooring work 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR-11.5 (GST shall be paid Extra)

Providing and laying vitrified floor tiles I.S.I. brand in different (thickness specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. (Size of Tile 600x600 mm) (DSR -11.41.2) (GST shall be paid Extra)

Providing and laying 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 (Size of Tile 600x600 mm) (DSR -11.41.2) (GST shall be paid Extra)

Providing and fixing 18 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 (1 cement : 4 coarse sand), joints treated 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. Granite stone slab colour black, Cherry/Ruby red. Area of slab upto 0.50 sqm (DSR 8.2.2.1) (GST shall be paid Extra)

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR 11.37) (GST shall be paid Extra)

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR 8.31) (GST shall be paid Extra)

Sub Head - VII Waterproofing work 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 Engineerin- 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 Engineerin- 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 Engineer-in-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 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. The whole terrace so finished shall be flooded with water for aLminimum 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. DSR-22.7.1 (GST shall be paid Extra)

Providing and laying water proofing treatment in sunken portion of W.C., 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) (GST shall be paid Extra)

Sub Head - V Miscellaneous Work Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). (DSR-2.37) (GST shall be paid Extra)

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. (DSR-2.38) (GST shall be paid Extra)

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & 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. (DSR-10.28) (GST shall be paid Extra)

Construction of drain along with apron (A.R.-II) (GST shall be paid Extra)

Providing and fixing of G.R.C Jali MR (GST shall be paid Extra)

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” DSR-25.2 (GST shall be paid Extra)

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge.The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. DSR-25.3 (GST shall be paid Extra)

INTERNAL WATER SUPPLY AND SANITATION SANITARY FIXTURES & ACCESSORIES : I 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 (A) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1 (GST shall be paid Extra)

(B) Same as above but for European type W.C. pan with white plastic seat and lid.Make- Cera,Hindware. DSR 17.2.1 (GST shall be paid Extra)

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. DSR 17.7.4 (GST shall be paid Extra)

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 Kitchen sink with drain board of size 510x1040x200mm DSR 17.10.1.1 (GST shall be paid Extra)

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Felxible pipe (A) 40mm dia DSR 17.28..3 (GST shall be paid Extra)

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 (GST shall be paid Extra)

Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. (A) 15mm nominal bore DSR 17.16A (GST shall be paid Extra)

Providing & fixing 60x2cm. C.P. brass towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw. ESSCO AEC-1111 DSR 17.73.2 (GST shall be paid Extra)

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore DSR 18.53.1 (GST shall be paid Extra)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameter DSR 18.22.1 (GST shall be paid Extra)

SOIL WASTE & VENT PIPES AND FITTINGS - II Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (Internal Work) Expansion on Wall 32 mm dia nominal bore.DSR 18.10.4 (medium duty) (GST shall be paid Extra)

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work. 32 mm diameter pipe. DSR 18.38.4 (GST shall be paid Extra)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes DSR 18.7.3 (GST shall be paid Extra)

40 mm nominal outer dia Pipes DSR 18.7.4 (GST shall be paid Extra)

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. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes DSR 18.8.1 (GST shall be paid Extra)

20 mm nominal outer dia Pipes DSR 18.8.2 (GST shall be paid Extra)

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 (GST shall be paid Extra)

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 (GST shall be paid Extra)

WATER SUPPLY PIPES AND FITTINGS - III Providing & fixing CPVC pipes complete with CPVC fittings & clamps including cutting & making good the walls etc. (internal work) (I) Exposed on wall ( a) 25mm dia nominal bore (medium duty) DSR 18.8.3 (GST shall be paid Extra)

(B) 20mm dia nominal bore (medium duty) DSR 18.8.2 (GST shall be paid Extra)

Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (II) (a) 15mm dia nominal bore DSR 18.40.1 (GST shall be paid Extra)

(b) 20mm dia nominal bore DSR 18.40.2 (GST shall be paid Extra)

Providing & fixing CP brass short body of approved quality conforming to IS 8931 (a) 15mm nominal bore DSR 18.49.1 (GST shall be paid Extra)

Providing and fixing gun metal gate valve with wheel of approved quality. (b) 25mm dia nominal bore DSR 18 17.1 (GST shall be paid Extra)

Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore DSR 18.51.1 (GST shall be paid Extra)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete (a) 20 mm nominal bore DSR 18.18.2 (GST shall be paid Extra)

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. a) Circular Tank DSR 18.48 (GST shall be paid Extra)

SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work a) 110mm diameter DSR 18.9.9 (GST shall be paid Extra)

(b) 160mm diameter DSR 18.9.10 (GST shall be paid Extra)

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 110mm diameter S.W.R. Pipe dsr 19.2.1 (GST shall be paid Extra)

(b) 160mm diameter S.W.R. Pipe dsr 19.2.2 (GST shall be paid Extra)

Providing and fixing square mouth UPVC S.W.R. Gully trap grade 'A' complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. a) 150 x 110 mm. size P type With Sewer bricks conforming to IS : 4885 DSR 19 4.2.2 (GST shall be paid Extra)

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80X50cms including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5 (i) For Sewer Line DSR 19.7.1.1 (GST shall be paid Extra)

Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.8.1.1 (GST shall be paid Extra)

EXTERNAL SEWERAGE WORK 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 (GST shall be paid Extra)

Providing, Fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for soil, waste, and vent, Type-B as per IS:13592 suitable for rubber ring joints for horizontal pipes including all necessary specials and fittings (confirming to IS:14735) i.e, bends tees junctions (with or without doors). reducers WC connectors, couplers, cowels, clamps & hangers rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamps & hangers etc. inside duct / suspended from floor under false ceiling for proper completion of the work. The rubber ring shall confirm to IS:5382 (Make :Supreme /Finolex / Prince) (Pipe support: Intellotech / Easyflex / Chilly.The Pipes will be supported by either rubber lined G.I. U strip clamps on 50X50X5 mm MS slotted angle duly painted (for a group of pipes) or G.I. rubber lined split clamp (for independent pipes). The cost will include all supported arrangements. The Work includes cutting holes in wall/ floor/ slabs and making good the same with cement concrete 1:2:4 complete as required. The work include commissioning of all pipes lines as per drawings and specification and as directed by engg. in. 110 mm dia MR (GST shall be paid Extra)

75 mm dia (GST shall be paid Extra)

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 150mm diameter S.W. Pipe dsr 19.2.2 (GST shall be paid Extra)

Constructing brick masonry manhole with F.P.S. bricks in cement mortar 1 : 4 (1 cement : 4 coarse sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard designInside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimension total wt. of cover & frame to be not less than 38 kg (wt. of cover 23 kg and wt. of frame 15 kg) dsr 19.7.1.1 (GST shall be paid Extra)

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) dsr 19.7.2.1 (GST shall be paid Extra)

Extra for depth for manholes Size 90x80 cm DSR 19.8.1.1 (GST shall be paid Extra)

Size 120x90 cm DSR 19.8.2.1 (GST shall be paid Extra)

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design DSR 19.15.1 (GST shall be paid Extra)

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type DSR 19.4.3.1 (GST shall be paid Extra)

CONSTRUCTION OF SEPTIC TANK (100 USERS) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. In all kind of soil DSR 2.8.1 (GST shall be paid Extra)

Extra additional lift above 1.5 m DSR 2.26.1 (GST shall be paid Extra)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (GST shall be paid Extra)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 (GST shall be paid Extra)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. DSR 13.9.2 (GST shall be paid Extra)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR-11.3.1 (GST shall be paid Extra)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs DSR 5.3 (GST shall be paid Extra)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth Beam) DSR 5.1.2 (GST shall be paid Extra)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 (GST shall be paid Extra)

Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5 (GST shall be paid Extra)

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

Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. DSR 19.15.1 (GST shall be paid Extra)

Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. DSR 7087 (GST shall be paid Extra)

Providing & fixing 75mm dia vent pipes. DSR 17.35.2.2 (GST shall be paid Extra)

Providing & fixing of 75mm dia cast iron terminal guard. DSR 17.56.2.2 (GST shall be paid Extra)

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2 (GST shall be paid Extra)

L.D. -2.5- Circular shape 450mm internal diameter DSR 19.19.1.3 (GST shall be paid Extra)

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.32.1 (GST shall be paid Extra)

RECHARGE WELL Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth DSR-2.8.1 (GST shall be paid Extra)

In all kind of soil upto 1.5m to 3.0m. Depth DSR-2.8.1+2.26.1 (GST shall be paid Extra)

In all kind of soil upto 3.0m to 4.5m. Depth DSR-2.8.1+2.26.1*2 (GST shall be paid Extra)

In all kind of soil upto 4.5m to 6.0m. Depth DSR-2.8.1+2.26.1*3 (GST shall be paid Extra)

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. (DSR-4.1.8) (GST shall be paid Extra)

M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. DSR 6.4.1 (GST shall be paid Extra)

R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. DSR 5.3 (GST shall be paid Extra)

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. DSR-5.22.6 (GST shall be paid Extra)

12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 4 coarse sand DSR-13.4.2 (GST shall be paid Extra)

Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar DSR 19.15.1 (GST shall be paid Extra)

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 560mm internal diameter 19.19.2.2 (GST shall be paid Extra)

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 (GST shall be paid Extra)

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 (GST shall be paid Extra)

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 (GST shall be paid Extra)

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 (GST shall be paid Extra)

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 (GST shall be paid Extra)

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. (GST shall be paid Extra)

Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mm diameter DSR 2.10.1.2 (GST shall be paid Extra)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(a) 150mm diameter DSR 19.6.2 (GST shall be paid Extra)

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter DSR 19.3.2 (GST shall be paid Extra)

NON D.S.R ITEMS Construction of Brick massonary INSPECTION chamber 60x60x60 cm with bricks class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI Cover with frame light weight complete as per design .with FPS bricks AR inspe (GST shall be paid Extra)

Elecrtification of Residential Building Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. DSR 1.10.3 (GST shall be paid Extra)

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. DSR 1.11 (GST shall be paid Extra)

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1x1.5 sqmm.for Inverter D.S.R 1.17.1 (GST shall be paid Extra)

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. DSR 1.31 (GST shall be paid Extra)

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.DSR 1.32 (GST shall be paid Extra)

S/F suitable size GI box with modular plate and cover in front on surface or in recess , including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" Curve including connections, painting etc. as required. DSR 1.57 (GST shall be paid Extra)

S&F of 200 Amp. four pole change over switch on 50mm x 50mm x 6mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of Engineer in charge. (GST shall be paid Extra)

Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63 A TP&N MR (GST shall be paid Extra)

Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 32 A TP&N D.S.R 2.1.1 (GST shall be paid Extra)

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2 (GST shall be paid Extra)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire DSR 1.14.3 (GST shall be paid Extra)

2 X 6 sq. mm + 1 X 6 sq. mm earth wire DSR 1.14.4 (GST shall be paid Extra)

2 X 10 sq. mm + 1 X 10 sq. mm earth wire DSR 1.14.5 (GST shall be paid Extra)

2 X 16 sq. mm + 1 X 16 sq. mm earth wire DSR 1.14.6 (GST shall be paid Extra)

4 X 16 sq. mm + 2 X 16 sq. mm earth wire DSR 1.14.11 (GST shall be paid Extra)

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (a) 8 way, Double door DSR 2.3.2 (GST shall be paid Extra)

(b) 12 way, Double door DSR 2.3.3 (GST shall be paid Extra)

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without CB/RCCB /Isolator) 4 way (4 + 12), Double door DSR 2.4.1 (GST shall be paid Extra)

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door DSR 2.5.1 (GST shall be paid Extra)

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (a) Single pole DSR 2.10.1 (GST shall be paid Extra)

(b) Double pole (GST shall be paid Extra)

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. DSR 2.11 (GST shall be paid Extra)

Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.100 Amp, 16 KA, TPMCCB DSR 2.2.1 (GST shall be paid Extra)

63 amps DSR 2.13.2 (GST shall be paid Extra)

Design manufacturing, Supply Installation testing and commissioning of 200A LT Panel. The Panel shall be fabricated out of 2.0/1.6mm thick CRCA sheet steel, painted with Powder coated paint of shade as per the direction of Engineer In-Charge after proper sheet treatment process of sheet steel. The Bus bar of Panel shall be of High grade Electrical grade High Conductive Aluminum alloy of appropriate cross section as per rating. The calculation of continuous rating of Bus Bar shall be submitted. The Bus Bar shall be supported by non hygroscopic SMC/DMC Bus Bar supports which shall be mounted on proper interval to ensure bear the jerks of short Circuit as fault level require. The Fault level of Panel shall be 35kA for 1sec. All Indicating Lights shall be LED type and all wiring shall be done from PVC Insulated copper flexible wire. The Panel shall be completed in all respect and shall consist of following material. Incomer: 200A FP, MCCB – 1 Set Outgoing : 100A FP, MCCB – 1 Set and 63A FP, MCCB – 3 Set MR (GST shall be paid Extra)

Design manufacturing, Supply Installation testing and commissioning of 100A LT Panel. The Panel shall be fabricated out of 2.0/1.6mm thick CRCA sheet steel, painted with Powder coated paint of shade as per the direction of Engineer In-Charge after proper sheet treatment process of sheet steel. The Bus bar of Panel shall be of High grade Electrical grade High Conductive Aluminum alloy of appropriate cross section as per rating. The calculation of continuous rating of Bus Bar shall be submitted. The Bus Bar shall be supported by non hygroscopic SMC/DMC Bus Bar supports which shall be mounted on proper interval to ensure bear the jerks of short Circuit as fault level require. The Fault level of Panel shall be 35kA for 1sec. All Indicating Lights shall be LED type and all wiring shall be done from PVC Insulated copper flexible wire. The Panel shall be completed in all respect and shall consist of following material. Incomer: 100A FP,MCCB – 1 Set Outgoing : 63A FP, MCCB – 2 Set MR (GST shall be paid Extra)

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. DSR 5.6 (GST shall be paid Extra)

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required DSR 5.14. (GST shall be paid Extra)

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. DSR 5.15 (GST shall be paid Extra)

Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. DSR 1.38 (GST shall be paid Extra)

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing DSR Civil 10.18 (GST shall be paid Extra)

Supplying, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor notless than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. D.S.R 19.1 (GST shall be paid Extra)

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep DSR 1.50.1 (GST shall be paid Extra)

Supply and laying of 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. complete in all respect. including Lugs and Glands (a) 25 sq. mm 3-1/2 core RA (GST shall be paid Extra)

(b) 35 sq. mm 3-1/2 core RA (GST shall be paid Extra)

© 70 sq. mm 3-1/2 core RA

(d) 185 sq. mm 3-1/2 core RA

Supply of Fresh air Fan 300 mm 1-phase 1400 rpm, 230/250 Volts, 50 Hz MR

Supply and fixing of LED tube light batten suitable for up to 1x20 watt LED Tube Light on surface 100 lm/watt,P.F>0.95,THD<10% at full load,CRI>80, sheet Thickness 0.8mm complete in all respect. RA

Supply and fixing of single light wall bracket with opal glasspaint finishing up to 6 watt LED complete in all respect. RA

Supply and Fixing of LED Bulb 9 Watt lumen 810 to 945 complete in all respect. RA

Supply and fixing LED Bulb 7 watt lumen 630 to 735 complete in all respect. RA

Supply and Fixing of Bulkhead fitting upto 10 Watt lumen 1000 complete in all respect. RA

Supply and Fixing of LED Street Light fitting having die cast aluminium body and diffuser with driver set suitable for 90 Watt confirming to IP 66 and above protection complete in all respect. 82500-9900 system lumens high power LED with lenses> 110 lm/watt, P.F.>0.95, THD<10% at full Load, CRI>70, potted driver set phase to phase protection at 440 V and >300 V, auto cut and restart feature with 5 Year warranty.

Supply and Fixing of Lamp Base LED Mirror Light 11 Watt lumen 800 complete in all respect. RA

Supply, installation, commissioning and testing of 15 passengers capacity elevators machine room, etc., omplete. Type of Elevator: Passenger Elevators Capacity of the Elevator 1020 kgs (15 passengers) Speed: 1.00m/s Number of floors to be served: Stilt +First+ Second+Third + Fourth Floor Number of landing entrances: 5 Number of Landing: 5 Travel distance: 18.00 m Size of Lift well available: 2000 mm x 2800mm Min. Lift pit depth available: 1600 mm Lift car inside: 1000mm x 2400mmx 2200mm lift car door finish: Stainless Steel Hairline finish Lift car finish for walls: Stainless Steel Hairline finish Type of car door: Automatic center opening Stainless teel hairline finish Type of landing door: Automatic center opening Stainless steel hairline finish Lift car ceiling & lighting: SS- Moonlight Automatic Rescue Device

SANJAY KUMAR PANDEY