Construction of Academic Block South Campus, BPSMV, Bhainswal Kalan, Sonepat, Haryana (Except EI works)

Amount

Civil Work: - Earth Filling under floors with TIBBA SAND taken from outside the campus area with all lead & Lift, including loading, unloading, laid in 15 cm layers including ramming, watering, Complete in all respects. HSR 4.1 (a) + 5.2 (b) + 6.2 (g) (I) (III) 6.4

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. HSR 6.6

Earth Filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead up to 30 meters. Subject to condition soil Is non plastic. HSR 6.13 a

Shuttering for faces of concrete foundations and foundations beams (vertical or battering) HSR 9.13

Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. HSR 10.28

Cement concrete 1 : 4 : 8 with stone aggregate 20 mm nominal size in foundation and plinth. HSR 10.38

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge in foundation and plinth. Note: 1. Cement content considered in this item is @ 330kg/cum.). 2. In case cement content of the Design Mix is more than the minimum specified in above items, nothing extra will be paid for extra cement to be consumed. HSR 10.66

First class brick work laid in cement sand mortar 1:6 in foundation plinth. HSR 11.2

Centring and shuttering for flat surfaces such as suspended floors, Roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal HSR 9.1 (i) First Storey

(ii) Second Storey

(iii) Third Storey

(iv) Fourth Storey

Centring and shuttering for faces of walls, partitions, retaining Walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. HSR 9.5 (i) First Storey

(ii) Second Storey

(iii) Third Storey

(iv) Fourth Storey

Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels. HSR 9.7 (i) First Storey

(ii) Second Storey

(iii) Third Storey

(iv) Fourth Storey

Centring and shuttering for staircases with sloping soffits including risers and stringers. HSR 9.8 (i) First Storey

(ii) Second Storey

(iii) Third Storey

Centring and shuttering for columns (square or rectangular or Polygonal in plan) HSR 9.9 (i) First Storey

(ii) Second Storey

(iii) Third Storey

(iv) Fourth Storey

Centring and shuttering for corbel, parapets, fascias and other similar items, including edges. HSR 9.11 (i) Second Storey

(ii) Third Storey

(iii) Fourth Storey

10mm thick cement plaster 1:4 on under side of ceilling HSR 15.52 (a) First storey

(b) Second Storey

(c) Third Storey

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge in first storey upto 4 meters above plinth level. Note: 1. Cement content considered in this item is @ 330 kg/cum. 2. In case cement content of the Design Mix is more than the minimum specified in above items, nothing extra will be paid for extra cement to be consumed. HSR 10.73 (i) First Storey

(ii) Second Storey

(iii) Third Storey

(iv) Fourth Storey

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. HSR 10.81 (a) First Storey

(b) Second Storey

(c) Third Storey

First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. HSR 11.7 (i) First Storey

Second Storey

Third Storey

Fourth Storey

11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. HSR 11.48 (a) (i) First Storey

Second Storey

Third Storey

Providing & Laying Autoclaved Aerated (Cellular) concrete light weight blocks ( As per IS: 2185 , Part 3) having density of 550 to 650 kg/m3 and compressive strength of 4.0 N/mm2 ; masonary in non load bearing walls using more than 100 mm thick AAC blocks complete in all respect. (ii) with Polymer modified adhesive of reputed make as approved by Engineer-in-Charge in superstructure. HSR 11.105 (ii) (i) First Storey

Second Storey

Third Storey

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. HSR 13.50

Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. Pipe. HSR 13.55 (e)

Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cment mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. HSR 13.57

Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. HSR 13.64

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. Make:- Supreme, Finolex, Prince. HSR 13.89 (a) (a) 100 mm dia PVC pipe 6 kg. pressure.

(b) 150 mm dia PVC pipe 6 kg. pressure.

Providing and fixing PVC Bend ISI Mark. Make:- Supreme, Finolex, Prince. HSR 13.90 (a) 100 mm dia PVC Bend.

(b) 150 mm dia PVC Bend.

Terracing consisting of 19 mm thick heat resistant tiles for roof insulation ,300 mm x 300 mm laid on 20 mm thick 1:3 cement coarse sand mortor including grouting with neat white cement over average 75 mm thick screed of 1:8:16 including two coats of bitumen laid hot at 1.65 Kg per sqm on top of RCC slab & cleaning of top surface complete .the tiles shall be made of white cement blended with fibrous polymer having flextural stress value of ≥ 150 Kg/Cm 2 & thermal conductivity value ≤ 0.18 w/m.k HSR 13.97

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanizing @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spacedat joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre tocentre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick(minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening forservices like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be prepainted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-inCharge. ( Make Saint Gobain/USG BORAL/ ARMSTRONG). HSR 13.99

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (i) First Storey HSR 14.4

Second Storey

Third Storey

Fourth Storey

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 HSR 14.10

Precast terrazzo tiles of 20 mm minimum thickness in cement as specified below with marble chips of size 450 x 450 mm and colour as required laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry, between joints and over the base in floors treads of steps and landings including rubbing and polishing complete in 50% white and 50% grey cement complete in all respects. HSR 14.44 (b) (i) First Storey

Second Storey

Third Storey

Extra for nosing in marble stone for treads. HSR 14.50

Fine dressed and machine rubbed red sand stone (from Agra) 25 mm to 30 mm thick on wall facing (lining) on wall, pillars, skirting, dado and riser of step laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 with neat cement with and admixture of pigment to match the shade of stone including labour for fixing cramps dowels and pins etc. HSR 14.59 (i) First Storey

Second Storey

Third Storey

Fourth Storey

Kotah stone Flooring, minimum 25mm thick, in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including granite rubbing and polishing. HSR 14.62 (i) First Storey

Second Storey

Third Storey

Extra for nosing in treads of steps of Kotah stone slab HSR 14.65.

Kotah stone 20 mm thick in skirting risers of steps, dados pillars and wall facing (lining) in any pattern as specified 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including granite rubbing & Polishing including labour for mixing cramps, dowels and pins etc. HSR 14.66 (i) First Storey

Second Storey

Third Storey

Providing and fixing glass strips 5.5 mm thick in floors. HSR 14.80

Providing and fixing vitrified tiles 600 x 600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with White cement slurry mixed with pigment to match the shade to tiles. Note:- 1. Tile shall be of premium quality (first quality) of reputed manufacturer like: NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK AND SIMPOLO. (Double Charged tiles shall be used as approved by Engineer-in-Charge) HSR 14.89 (i) First Storey

Second Storey

Third Storey

Providing and fixing Vitrified tiles 600 x 600mm of approved make in skirting/dados laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with White cement slurry mixed with pigment to match the shade to tiles. Note:- 1. Tile shall be of premium quality (first quality) of reputed manufacturer like: NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK AND SIMPOLO. (Double Charged tiles shall be used as approved by Engineer-in-Charge) HSR 14.90 First Storey

Second Storey

Third Storey

Providing & Fixing Ist quality Ceramic glazed wall tiles of Size of 300 x 450 mm confirming to I.S. 15622 (thickness to be specified by the manu-facturer) 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 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. (Double Charged tiles shall be used as approved by Engineer-in-Charge) HSR 14.92 (b) (i) First Storey

Second Storey

Third Storey

12mm thick cement plaster on walls (1:6). HSR 15.7 (i) First Storey

Second Storey

Third Storey

Forth Storey

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. HSR 15.12 (i) First Storey

Second Storey

Third Storey

Forth Storey

20 mm thick cement plaster vertical damp proof coarse 1:3 with two coats of bitumen at 1.65 Kg. per sqm. Laid hot & sanded HSR 15.77 (a) Vertical (i) First Storey

Second Storey

Third Storey

Preparation of ply wood surface for painting inlcuding sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Painting on wooden surfaces etc. HSR 16.1

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Make: ASIAN/NEROLAC/DULUX) HSR 16.2

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Make: ASIAN/NEROLAC/DULUX) HSR 16.3

Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Make: ASIAN/NEROLAC/DULUX) HSR 16.9

Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Make: ASIAN/NEROLAC/DULUX) HSR 16.17

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Make: ASIAN/NEROLAC/DULUX) HSR 16.25

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. HSR 16.58

Providing two coats of exterior acrylic emulsion paint. (ii) Ist quality HSR 16.79 (ii)

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (J.K./ Birla). HSR 16.81

Chowkats of commercial hard wood such as hillock, champ, chikrassy, and chaplash, etc., (Non-coniferous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned), of doors and windows including iron hold fasts, etc., complete fixed in Position. HSR 17.12

Providing and fixing commercial type block Board, plain lining, butt jointed, including Wooden plugs (teak) placed at 45 cm to 60 cm centres, complete with necessary nails (frame work shall bepayable extra)- HSR 17.49 (a)

Providing and fixing wooden handrail of required shape and desing, with necessary screws, including labour, for rounding, vertical and horizontal bends and curved complete fixed in position-commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., (Non) coniferous timber other than teak, conforming to I.S specification no. 1003, kiln-seasoned) HSR 17.69 (b)

Cost of Aluminnium fittings complete for doors and windows, such as tower bolts, handles, etc. and screws for these fittings (excluding sliding bolt) (a) for Single leaf shutter. (Powder coated fittings will be supplied by the deptt. Instead of Aluminium fittings). HSR 17.72 (a) for Single leaf shutter.

(b) for Double leaf shutter.

Providing & fixing 150 mm hasps and staples with necessary screws, etc. complete Aluminium. (Powder coated fittings will be supplied by the deptt. Instead of Aluminium fittings.) HSR 17.78 (b)

Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) HSR 17.82 (b)

Providing and fixing sliding bolt with nuts & screws etc complete. (b) Aluminium (i) Size 300 mm x 16 mm. HSR 17.83 (b)

(ii) Size 250 mm x 16 mm.

Providing and fixing 50 mm cup board or ward robe knob- (b) aluminium.HSR 17.84 (b)

Providing and fixing 0.50 mm thick aluminium sheet, including cost of necessary screws, etc. Complete. HSR 17.87

Factory manufactured solid flush door shutters, with block board core as per I.S.No.1659-1969 bonded with water proof type phenol formaldehyde synthetic resin,hotpressesd,conforming to I.S.2202 part I and II, fixed in position,including iron hinges,screws, chocks/cleats and stops etc.(excluding the cost of any fittings other than specified above,but including labour for fixing the same in position)-Duro, Green, Merino, Centuryply Only. (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges.) HSR 17.93 (a) - 17.18 (i) 25 mm thick.

35 mm thick.

Providing and fixing Aluminum 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 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete. Fixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). .+ note (ii) of HSR 17.96(Extra for polyster powder coating) (MAKE: JINDAL/HINDALCO) HSR 17.95 + Note (ii) of HSR 17.96

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 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling C.P brass/stainless steel screws, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. + note (ii) of HSR 17.96(Extra for powder coating) (MAKE: JINDAL/HINDALCO) HSR 17.96 + Note (ii) of HSR 17.96

Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. HSR 17.97 (b)

Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. (MAKE: MODI/SAINTGOBAIN) HSR 17.98 (b)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. HSR 17.99 (a)

Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete. HSR 17.100

Providing fixing Aluminum round shape handel of cuter dia 100 mm with screws etc. complete. (I) Anodized (AC-15) Aluminum. HSR 17.102 (i)

Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light impact & UV radiation. The UPVC profile should be reinforced with galvanized steel profiles thickness. All openable sashes shall be having weather seal fitted in continous length from Bubble EPDM rubber and side hung/top hung with upto 90 degree opening friction stays of SS304 with provision of multipoint locking system made from Espag rods. All handle shall be made from die cast zinc alloy(Model ESPAG)BS -1004A in white finish with suitable locking arrangement . The window shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speeds upto 180 km/hr. The shoot bolts in windows shall be rust proof matallic coated steel. The window frames shall be fixed in masonary wall RCC with necessary fastners, nuts, bolts, washers, caps, silicon sealent etc. complete HSR 17.103 (a) Frame work

Openable shutter

Structural steel work in angles, tees and flats welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in position:- for roof trusses, well kerbs, plates and trussed girders, etc. of any span for building and bridges. HSR 18.7

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. HSR 18.12

Supplying M S Bolts of required sizes with nuts and washers complete. HSR 18.15 a

Supplying M S Bolts round holding down of Anchor bolts with nuts and washer plates complete. HSR 18.15 b

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. HSR 18.22

DSR ITEMS Providing and fixing Red Sand Stone dry cladding upto 10 m height with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant including scaffolding work as per Architectural drawing and direction of Engineer-in-charge.(The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). DSR 8.20.1

Providing and fixing adjustable stainless steel cramps of (HILTI), required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including cost of fastner(HILTI/FISCHER/ANCHOR) and making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. DSR 8.22

Providing & Fixing 1.00 mm thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. (Merino, Greenlam, Century,Duro make only). DSR 9.127.2

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. 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 11.56 (i) First Storey

Second Storey

Third Storey

Fourth Storey

Providing and fixing Gypsum Board false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:- 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) ( Make GYPROC/USG ORAL/ ARMSTRONG). DSR 12.45.1

Providing and fixing of ETA GOLD in all shades 18 mm and above thick in risers of step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights / storey. The sample shall be got approved from Engineer In Charge. C-2

Supply & Installation of 40/70mm thick DIGNUS TRAPEZOIDAL Puff Roofing panels finished with 0.50mm TCT PPGI sheet on inner side & 0.50mm TCT PPGI DIGNUS Hi-Rib Sheet on outer side for Roofing Panels. Density : 40 + 2 Kg/M3, Surface spread of flame : Class I to BS:476 Pt.7, Ignitability : To BS: 476 Part.5 “not easily ignitable”, Flammability : To IS:11239 “self extinguishing”, Environmental acceptance : Environment friendly “CFC Free” including Flashing 0 - 305mm made out of 0.50mm TCT Plain PPGI sheet. (U Channel, L Channel), Flashing 0 - 610mm made out of 0.50mm TCT Plain PPGI sheet. (Ridge / Gutter) of approved colour and entire satisfaction of Engineer-in-Charge complete in all respect. C-3

Providing and applying protective water repellent coating to rough Red sand stone / dry clading with a spray of solvent based silicon coating of an approved make i.e.GE chemicals/Shalimazic of STP as per the manufacturer specification to the entire satisfaction of the engineer in charge.The whole surface shall be cleaned and made free from all dirt, oil,grease, wax/dust or any other form of the foreign matter before the application of spray.The rate shall also cover the cost of scaffolding required for its application. C-4

Providing & Applying texture finish Heritage Fine dune/spectrum wall finishing system being a dispersion of mineral fillers, pure quartz and pigments in water, the material contain pure acrylic co polymer emulsion including anti-cracking, anti-rusting , anti-foaming bactericides, U.V resistant and broad spectrum fungicides to be applied single coat, by means of s 3HP spragun, in coating of 1.2 to 1.5 mm on a cured, dry , smooth levelter without keying, by the approved applicator of the manufacturer as per companies direction of usage all complete including primer on the base. C -5

Providing & fixing 75mm thick factory manufactured jali of reinforced cement concerete consisting of Cement,coarse sand and 10 mm and down guage bajri in the ratio of 1:1:2 with 8 mm dia tor steel with smooth finish as per design approved by Engineer-in Charge including fixing in position up to any height with cement sand mortor 1:4 complete in all respect. C-6

Providing and Laying Light weight AAC block ballast filling under floors at sunken portions. C-7

PUBLIC HEALTH WORK EXCAVATION FOR PIPELINES RUNNING UNDER PRESSURE IN TRENCHES AND PITS, IN STREETS & LANES including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering ofrefill, in 15 cm layers AND RESTORATION OFUNMETALLED OR UNPAVED SURFACE TO ITS ORIGINAL OR UNPAVED the cost of dewatering of rainwater, diversion of traffic, night signals, fixing caution boards,crossing over trenches for access to the houses, watching,fencing, etc., AND DISPOSAL OF SURPLUS SOIL OUTSIDE AND INSIDE THE TOWN, INVOLVING LEAD UPTO ONE KM IN ORDINARY SOIL-(a) without timbering and shoring upto 1.5 metress depth HSR 6.9 (a)

Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness upto 6” (six inches) for passing drain pipe 4” (four inches) internal diameter and repairing the hole after insertion of drain pipe etc. including finishing complete so as to make it leak proof. HSR 8.39 (b)

Cement concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. HSR 10.28

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. (vi) 40 mm internal diameter of pipeline. HSR 28.22

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (i) 11.43 cm thickness of walls HSR 28.23

22.86 cm thickness of walls

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. HSR 28.47 (b) Exceeding 200 mm internal diameter but not exceeding 300 mm internal diameter.

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). HSR 29.84 (a) Size 450 mm x 450 mm

(b) Size 450 mm x 600 mm

Extra for additonal depth .30 mtr HSR 29.85 A) 450x 450 mm

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. HSR 29.87 (a) (i)

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W. pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 IN BENCHING, 12 MM THICK WATER TIGHT 1:2 CEMENT SAND PLASTER WITH A FLOATING COAT OF NEAT CEMENT AND FINISHED WITH 2 COATS of sodium silicate on interior surface where required, REINFORCED CEMENT CONCRETE SLAB 180 MM THICK FIXING 560 MM internal diameter C.I.MANHOLE COVER AND FRAME WEIGHT not less than 2.5 quintal PAINTED WITH 3 COATS OF BLACK BITUMEN PAINT, FIXING galvanised malleable IRON STEPS embedded in 1:2 cement sand mortar COMPLETE. The rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in0charge of the works to the site of works. The rate also include the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of the Engineer-in-charge. (i)On 100 mm internal diameter pipe sewer. HSR 29.90 (i) (a) for 1.20 meters depth below ground level

(a)for 1.50 meters depth below ground level

(a)for 1.80 meters depth below ground level

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. 250 mm internal Diameter HSR 29.93

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling re-handling etc. complete in all respects to the satisfaction of Engineer-In-Charge. TYPE: Extra Heavy Duty Set (EHD-35) 560 mm Clear Opening). HSR 29.94

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. HSR 29.95 (a) grade 'A' 150 mm

(b) grade 'A' 200 mm

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of the Engineer-in-charge). INDIAN TYPE ORISSA OR ORYA WATER CLOSET SUITE for sinking into floor, with raised foot treads COMPLETE WITH 100 MM H.C.I. ’P’ TRAP with or without vent as required and all OTHER NECESSARY FITTINGS as fullydescribed in HSR item no.30.1. HSR 30.2 (a) (i) (a) 580 mm (i) White

Providing and fixing in position best Indian make to the approval of the Engineer-in-charge) European type water closet suite Syphonic type consisting of Vitreous chinaware Syphonic suite with 15 liters capacity matching chinaware cistern and all internal brass fittings complete with P or S trap, One piece seat and lid in hollow black or white plastic fitted with chromium plated hinges and rubber buffers, including cutting and making good the walls and floors complete in all respects. HSR 30.5 (a) (i) (a) Single trap syphonic W.C. Suite (i) WHITE

EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. HSR 30.12 (i) (i) White.

EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid. HSR 30.13 (i) (i) White plastic seat (Solid).

EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). HSR 30.15 (b) (b) 32 mm dia CP Brass flush pipe.

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BACK OR ANGULAR LIPPED URINAL FRONT 610MM HIGH IN VITREOUS CHINAWARE WITH ONE NO. PRESSMATIC TYPE ANGULAR STOP COCK FOR FLUSHING INSTEAD OF 10 LITRES CAPACITY BEST INDIAN MAKE C.I. AUTOMATIC FLUSHING CISTERN WITH FITTINGS AND FLUSH PIPE ETC.COMPLETE as fully described in item no.30.25. HSR 30.25 (i)

Providing and fixing 25mm thick marble partition for different type of urinals. (B) VITREOUS CHINAWARE PARTITION PLATE (II) Large Size 835mm X 355mm (White) HSR 30.40 (B) (II) (i)

Providing and fixing in position 32 MM DIA STAINLESS STEEL WASTE PIPE embedded in wall oor lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). HSR 30.48

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE VITREOUS CHINAWARE LABORATORY SINKS (TO THE APPROVAL OF THE ENGINEER-IN-CHARGE) SINK IN VITREOUS CHINAWARE WITH OR WITHOUT 15 MM RIM PROJECTION AROUND OUTLET 65 MM X 50 MM AND with or without combined open weir over flow centre at end COMPLETE WITH.LABORATORY SINK WASTE. PAIR OF CLAMPS OF 25MM X 3MM THICK IRON COMPLETE IN ALL RESPECTS INCLUDING CUTTING MAKING GOOD THE WALLS OR TABLES ETC. (White) HSR 30.60 (g) Size 575 x 425 x 200 mm

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. HSR 30.67 (a) (a) C.P. Brass.

Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P. Brass screws, complete in all respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. HSR 30.68 (a) (i) 750 mm long.

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. HSR 30.70 (a) (i) (a) C.P. Brass (i) Soap dish Large.

Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. HSR 30.71 (a) (i) (a) Indian Make (i) 600 mm x 450 mm.

Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). HSR 30.74

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). HSR 30.75 (a) Bib cock long body.

Bib cock

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). HSR 30.76 (a) (i) (a) 15 mm Stop COCK (i) Male and Female End

Providing and fixing 15 mm C.P brass Laboratory cock swan neck of best quality (to the approval of the Engineer-in-charge) HSR 30.78 (b) Two way

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLEXIBLE TUBE CONNECTION HSR 30.82 (b) C.P Brass 15 mm x 450 mm

Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. HSR 30.84 (a) 100 mm internal diameter.

75 mm internal diameter.

Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. HSR 30.85

Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. HSR 30.87 (a) 100 mm internal dia meter. (1.13 Kg)

75 mm internal dia meter. (0.91 Kg)

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. HSR 30.88 (a) For 100 mm interal diameter pipes.

For 75 mm interal diameter pipes.

Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. HSR 30.89 (b) (b) with 75 mm i/d outlet.

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. HSR 30.91 (a) For 100 mm dia pipes (1) Heal rest bend

(2) Single Junction with door 100 mm x 100 mm x 100 mm

(13) Bend with Door

(14) Bend Plain

(16) Cowls

(17) Door piece

(22) Collars

b) For 75 mm dia pipes (1) Heal rest bend

(3) Single Junction with door 75 mm x 75 mm x 75 mm

(13) Bend with Door

(14) Bend Plain

(16) Door piece

(17) Cowls

(18) Collars

Painting H.C.I. soil waste and vent pipes and fittings with black bitumastic ordinary paint of approved manufacture two coats on new work; HSR 30.101 (a) 100mm i/d.

Providing and fixing in position automatic brass ball valves in tanks. HSR 30.110 (b) (v) (b) With Plastic Ball (v) 40 mm internal diameter.

Providing & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. HSR 30.114 (b) 100 internal diameter H.C.I. gull trap.

Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. HSR 30.119 1000 Litres. Capacity

2000 Litres. Capacity

5000 Litres. Capacity

DSR ITEMS Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall DSR 18.10.3 25 mm internal diameter of pipeline

32 mm internal diameter of pipeline DSR 18.10.4

40 mm internal diameter of pipeline DSR 18.10.5

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : DSR 18.11.1 15 mm internal diameter of pipeline

20 mm internal diameter of pipeline DSR 18.11.2

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. DSR 18.12.6 50 mm internal diameter of pipeline

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : DSR 18.17.1A 20 mm nominal bore

25 mm nominal bore DSR 18.17.1

32 mm nominal bore DSR 18.17.2

40 mm nominal bore DSR 18.17.3

50 mm nominal bore DSR 18.17.4

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) DSR 18.46.1 15 mm nominal bore

20 mm nominal bore DSR 18.46.2

25 mm nominal bore DSR 18.46.3

32 mm nominal bore DSR 18.46.4

40 mm nominal bore DSR 18.46.5

50 mm nominal bore DSR 18.46.6

NS ITEMS Providing and fixing in position European type Extended Wall Hung water closet suite (CNS-WHT-353S) with soft closing seat cover, Cistern (CNS-WHT-203) with all necessary fittings Complete in all respest. ( Jaquar, Grohe, Kohler make)(For Officer and Staff) PH-1

Providing & Fixing in position Under Counter Wash Basin (CNS-WHT-701) with CP waste coupling (ALD-705L130) and One no. Auto closing Pressmatic Type pillar Tap (PRS-031L65) complete in all respects. (Jaquar, Grohe, Kohler make). PH-2

Providing & fixing Toilet Roll Holder (ACN-1153S) with stainless steel flap including all fixing accessories complete in all respects of ( Jaquar, Grohe, Kohler make)(For Officer and Staff) PH-3

Providing & fixing Soap Dispenser with Glass Bottle (ACN-1135N) including all fixing accessories complete in all respects of ( Jaquar, Grohe, Kohler make)(For Officer and Staff) PH-4

Providing and fixing in position 15mm dia C.P. brass bib cock (CON-041KN)(Two Way) complete in all respect.(Jaquar, Grohe, Kohler make.)(For Officer and Staff) PH-5

Providing & fixing in position 15 mm C.P. brass angular stop cock (CON-059KN)Complete in All Respects. (Jaquar, Grohe, Kohler make.)(For Officer and Staff) PH-6

Providing and fixing in position C.P. Jet(ALE-547) with all necessary fittings complete in all respects.( Jaquar, Grohe, Kohler make)(For Officer and Staff) PH-7

Providing and fixing G.I Zinc Coated Hanging Clamps for Hanging Pipes including 12mm dia G.I threaded rod of required length with Nut & Bolt,Fastner including drilling of holes complete in all respects. PH-8 (i) For 100 mm Diameter pipe

For 75 mm Diameter pipe

ROAD WORK: Cement concrete 1 : 3 : 6 with stone aggregate 20 mm Nominal size in a foundation and plinth. HSR 10.40

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. HSR 10.132+ 10.95 (A)

Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed HSR 24.1

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey. HSR 10.77

DISMANTLING WORK Disposal of Malba with an average lead upto 1 Km. HSR 4.2 a + 5.2 b

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing HSR 8.5 (b)

Dismentling CC Plain 1:6:12 or 1:8:16 HSR 8.6 (a)

Dismentling cement concrete plain 1:2:4 mi HSR 8.6 (d)

lime concrete, cement concrete of 1:6:12 or leaner mix HSR 8.6 (e)

Dismantling metalling or dry brick ballast HSR 8.7

Dismentling of first class roofing HSR 8.8 (a)

Dismantling wood work from roof HSR 8.9

Stripping and stacking slates or tiles of a roof HSR 8.10

Removing doors and windows (wooden and steel) together with the Dismantling of walls HSR 8.17 (i) Doors 12+38

Almirah (only shutters) 33+23

Dismantling steel work upto a height between ridge and floor level upto 5 metres in single section including dismembering HSR 8.21

Collapsible shutter HSR 8.21

RAIN WATER HARVESTING Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. HSR 6.6

Centring and shuttering for flat surfaces such as suspended floors, Roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal HSR 9.1

Centring and shuttering for faces of walls, partitions, retaining Walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. when curved. HSR 9.6

Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels. HSR 9.7

Shuttering for faces of concrete foundations and foundations beams (vertical or battering) HSR 9.13

Cement concrete 1 : 4 : 8 with stone aggregate 20 mm nominal size in foundation and plinth. HSR 10.38

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level. HSR 10.59

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge in foundation and plinth. Note: 1. Cement content considered in this item is @ 330kg/cum.). 2. In case cement content of the Design Mix is more than the minimum specified in above items, nothing extra will be paid for extra cement to be consumed. HSR 10.66

First class brick work laid in cement sand mortar 1:6 in foundation plinth. HSR 11.2

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. Make:- Supreme, Finolex, Prince. HSR 13.89 (b) 150 MM dia PVC pipe 6kg Pressure

Providing and fixing PVC Bend ISI Mark. Make:- Supreme, Finolex, Prince. HSR 13.90(a) 150mm dia P.V.C Bend

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. HSR 18.22

Boring of 150mm dia pipe including slooting etc. complete in all respect. NS

Supply and filling of gravel 12mm to 20mm. NS

Supply and filling of gravel 5mm to 10mm. NS

Supply and filling of gravel 1.5mm to 2mm. NS

Recovery of old material The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- NS (i) Brick tiles @ Rs. 3/- Each

ii) Wood & batten 6x0.25x0.33’ @ Rs 100/- each

iii) MS I section 5"x9' long @ Rs 200/- Each

iv) Collapsible shutter @ Rs 2000/- per Qtl.

v) Door shutter including chowkat @ Rs 500/- Each

vi) Window @ Rs 400/- Each

vii) Almirah shutter without chowkat @ Rs 300/- Each

viii) Bricks @ Rs 4/- Each

ix) Brick bats 50% @ Rs 290/- per cum

x) Steel Bar usable @ Rs 4500/- per Qtl.

xi) Scrap @ Rs 2000/- per Qtl. Note: - All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this work. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

R K CONSTRUCTION CO.