Upgradation of Sub Health Center to AB-HWC (Health Wellness Center) at village Sundawas in District Hisar

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)

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 lift up to 1.5 m. (HSR 4.32)

Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (HSR 5.14)

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below (HSR 5.29.1)

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (HSR 30.21)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (HSR 5.45)

1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)

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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.34.6)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (HSR 7.22.1) Cement mortar 1:4 (1 cement: 4 coarse sand)

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1cement : 3 fine sand) and finished neat: (HSR 9.14.1) With common burnt clay non-modular brick tiles of class designation 10

Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (HSR 9.17.1)

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.(HSR 9.57.2) 110 mm diameter

Providing and laying vitrified floor 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 make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (HSR 10.63.2) Size of Tile 600x600 mm

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc.,complete.(HSR 10.60)

Providing and fixing 1st 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. (HSR 10.62)

12 mm cement plaster of mix : ( HSR 11.5.3 )1 :4 (1 cement: 4 fine sand)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1 :3 (1 cement: 3 fine sand) (HSR 11.12.1)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (HSR11.25.1)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer (HSR 11.67.1)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work (two or more coats) over and including water thinnable priming coat with cement primer (HSR 11.64.1)

Distempering with 1st quality acrylic distemper, having voe (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. Two coats (HSR 11.66.2)

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. (HSR 11.60)

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. (HSR 12.99.4) 150x10 mm

Providing and fixing ISi marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 100mm (HSR 12.63.3)

Providing and fixing ISi marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm (HSR 12.65.2)

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/ eoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, luminium snap beading for glazing / anelling, C.P. brass /stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- harge. (Glazing, panelling and dash asteners to be paid for parately) :12.157.1 For fixed portion (HSR 12.157.1.2) Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) (HSR 12.157.2.2) Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. (HSR 12.158.2) Pre-laminated particle board with decorative lamination on both sides

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): (HSR 12.159.1) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. (HSR 12.160.1) With stainless steel cover plate minimum 1.25 mm thickness

Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. (HSR 12.163.2) Powder coated minimum thickness 50 micron aluminium tubular handle bar

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)

Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for water meter complete with C.I.double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1: 2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary xcavation, foundation concrete :5:10 ( 1 cement: 5 fine sand:10 graded stone aggregate 40 mm size) and inside plastering with cement mortar 1 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (HSR 22.178.1) With common burnt clay non-modular bricks of class designation

Providing and fixing white vitreous chinaware pedestal type water closet (European type W.C. pan) with seat and lid, 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 (HSR 22.23.1) W.C. pan with ISi marked white solid plastic seat and lid

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 White vitreous chinaware Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. (HSR 22.1.3)

Providing and fixing 600x450 mm bevelled 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. (HSR 22.209)

Providing and fixing brass bib cock of approved quality: (HSR 22.96.1) 15 mm nominal bore

Providing and fixing brass stop cock of approved quality: (HSR 22.97 .1) 15 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (HSR 22.103.1) 15 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, 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. (HSR 22.181)

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 (HSR 22.88.1) 15 mm dia nominal bore

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 (HSR 22.88.2) 20 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (HSR 22.94.1) 15 mm nominal bore

RECOVERY ITEM: Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Materials obtained from dismantling of structure have been calculated taking assumption 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) on approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. The reserve price is as under:- (i) Bricks @ 5.00/- Each

(ii) Bricks bats @ Rs.400/- per Cum

(iii) Door, @ Rs. 1000/- Each

(iv) Window @ Rs.1500/- Each

(v) Ventilator @ Rs. 600/- Each Note: All quantities of the above materials have been worked out on the basis of theoretical quantities. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement 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.

M/S KIRORI CONTRACTOR