Public Works Department-PWD has published Up-Gradation Of Health Facility Under Ayushman Bharat- Health Wellness Center Of Kottarkhana In Yamuna Nagar District. Submission Date for this Tender is 28-02-2020. Building Work Tenders in Yamuna Nagar Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Up-gradation of Health Facility under Ayushman Bharat- Health Wellness Center of Kottarkhana in Yamuna Nagar District | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling cement conglemerate/terrazzo floors 25mm to 50mm thick including concrete base (HSR 8.25) | BI01010001010000000000000515BI0100001113 | 57.83 | Sqm.\n(Per square metre) |
| 2 | 2 | Dismentling Brick Work,Tile Masonery of Tile Lining and tile Tarracing (HSR Item No.8.5) | BI01010001010000000000000515BI0100001114 | 58 | Rmt.\n(Per Running Meter) |
| 3 | 3 | Scraping : (c) Cement Plaster (HSR 8.32- c) | BI01010001010000000000000515BI0100001115 | 347.96 | Sqm.\n(Per square metre) |
| 4 | 4 | 12 mm thick cement plaster 1:4 (HSR 15.5) | BI01010001010000000000000515BI0100001116 | 295.64 | Sqm.\n(Per square metre) |
| 5 | 5 | Providing & Fixing ceramic tiles/ anti skid tiles of size 400x 400mm or above size 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. (HSR 14.91) \nNote:-Tile shall be of premium quality (first quality) of reputed manufacture like NITCO, KAJARIA, SOMANI, ORIENT & JOHNSONS. (Minimum base rate of tile is Rs. 300/- per sqm) | BI01010001010000000000000515BI0100001117 | 113.2 | Sqm.\n(Per square metre) |
| 6 | 6 | Factory-manufactured wire gauze door & window shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc., (non-coniferous timber other than teak conforming to I.S specification No.1003 kiln seasoned), with 100mm wide vertical styles, 150mm wide lock rail, 200mm wide bottom rail & wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chocks/cleats, stops, nails etc., complete, fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (HSR 17.92) ii) 35 mm | BI01010001010000000000000515BI0100001118 | 78.34 | Sqm.\n(Per square metre) |
| 7 | 7 | Removing of door and windows (wood and Steel) with chowkats by making recesses in walls when the wall is not to be dismantled. (HSR 8.18) (a)\n\nDoor | BI01010001010000000000000515BI0100001119 | 20 | Each\n(Per Numbers) |
| 8 | 7.1 | Window | BI01010001010000000000000515BI0100001120 | 8 | Each\n(Per Numbers) |
| 9 | 8 | Pressed steel sheet frames (chowkats), consisting of 2mm thick steel sheet of the specified sections, including iron lugs (hold fasts), iron hinges, conforming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts & finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, cement concrete 1:3:6 for lugs complete:- (HSR 18.34) \n\na) Door & window frame of size 89 mm x 50 mm with 40 mm wide single rebate | BI01010001010000000000000515BI0100001121 | 31.09 | Mtr.\n(Per Meters) |
| 10 | 8.1 | b) Door & window frame of size 76mm x 38mm with 35 mm wide single rebate | BI01010001010000000000000515BI0100001122 | 19.51 | Mtr.\n(Per Meters) |
| 11 | 8.2 | c) Door & window frame of size 127mm x 50 mm with 40mm wide double rebate | BI01010001010000000000000515BI0100001123 | 23.77 | Mtr.\n(Per Meters) |
| 12 | 8.3 | d) Door & window frame of size 114mm x 50mm with 35mm wide double rebate | BI01010001010000000000000515BI0100001124 | 87.26 | Mtr.\n(Per Meters) |
| 13 | 9 | Cement concrete 1:1 ½ :3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring & shuttering, laid in position, complete in all respects {HSR 10.82+10.95(a)} | BI01010001010000000000000515BI0100001125 | 0.65 | Cum\n(Per Cubic Meter) |
| 14 | 10 | (a) Scraping of white wash and colour wash [HSR 8.32 (a)] | BI01010001010000000000000515BI0100001126 | 325.21 | Sqm.\n(Per square metre) |
| 15 | 11 | Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get and even and smooth finish including cost and carriage of all material, labour charges, scoffolding, sundries etc. complete (J. K./ Birla Make) (HSR 16.81) | BI01010001010000000000000515BI0100001127 | 427.04 | Sqm.\n(Per square metre) |
| 16 | 12 | Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work (HSR 16.60) | BI01010001010000000000000515BI0100001128 | 1310.4 | Sqm.\n(Per square metre) |
| 17 | 13 | 15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10) | BI01010001010000000000000515BI0100001129 | 134.94 | Sqm.\n(Per square metre) |
| 18 | 14 | Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting & stopping etc. (HSR 16.2) | BI01010001010000000000000515BI0100001130 | 36.42 | Sqm.\n(Per square metre) |
| 19 | 15 | 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 (HSR 16.3) | BI01010001010000000000000515BI0100001131 | 36.42 | Sqm.\n(Per square metre) |
| 20 | 16 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces (HSR 16.25) | BI01010001010000000000000515BI0100001132 | 122.9 | Sqm.\n(Per square metre) |
| 21 | 17 | Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls (HSR 16.26) | BI01010001010000000000000515BI0100001133 | 122.9 | Sqm.\n(Per square metre) |
| 22 | 18 | Cupboard shutters of commercial hard wood such as hollock, champ, chikrassy & chaplash etc., (non-coniferous timber other than teak conforming to I.S specification No.1003 kiln seasoned) excluding chowkat but with commercial plywood panels or faced on one side including iron hinges & screws fixed in position (excluding the cost of handles, tower, bolts, haps with stample, but including the labour for fixing the same)- (HSR 17.32) b) 25mm thick (+) Note (iii) under HSR 17.20 | BI01010001010000000000000515BI0100001134 | 5.31 | Sqm.\n(Per square metre) |
| 23 | 19 | Providing and fixing PVC Rain water pipe 6Kg. Pressure of ISI mark in cement mortar during masonary work. (HSR 13.89) a) 100mm dia PVC pipe 6 Kg. Pressure. | BI01010001010000000000000515BI0100001135 | 18.29 | Mtr.\n(Per Meters) |
| 24 | 20 | Providing and fixing PVC Bend ISI mark (HSR 13.90) a) 100mm dia PVC Bend | BI01010001010000000000000515BI0100001136 | 52 | Each\n(Per Numbers) |
| 25 | 21 | Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60) on boundary walls | BI01010001010000000000000515BI0100001137 | 5.4 | Sqm.\n(Per square metre) |
| 26 | 22 | Cement concrete 1:4:8 with brick ballast 40mm nominal size in foundation & plinth (HSR 10.36) | BI01010001010000000000000515BI0100001138 | 27.2 | Cum\n(Per Cubic Meter) |
| 27 | 23 | Providing and laying 60mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect. (HSR 10.158) | BI01010001010000000000000515BI0100001139 | 167 | Sqm.\n(Per square metre) |
| 28 | 24 | Top Khurra 0.6mm x 0.6mm for rain water pipe in 25mm thick cemenr concrete 1:2:4 over 50mm thick cemenr concrete 1:8:16 (HSR 13.50) | BI01010001010000000000000515BI0100001140 | 4 | Each\n(Per Numbers) |
| 29 | 25 | Bottom khurra on ground 1.2m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12mm thick cemenr plaster 1:3 (HSR 13.57) | BI01010001010000000000000515BI0100001141 | 4 | Each\n(Per Numbers) |
| 30 | 26 | Terracing consisiting of tiles 22.86cm x 11.43cm x 3.81cm laid over 87.50mm mud filling on a layer of 25mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65Kg per Sqm on top of RCC slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) | BI01010001010000000000000515BI0100001142 | 103.05 | Sqm.\n(Per square metre) |
| 31 | 27 | Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colors, shade except, burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shade complete. (HSR 14.92) a) Size of ceramic glazed tiles 200mm x 300mm | BI01010001010000000000000515BI0100001143 | 58.62 | Sqm.\n(Per square metre) |
| 32 | 28 | Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity & manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates & levels, dewatering, provision for diversion of traffic, cutting trees & bushes etc. night signals, profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc., fixing & maintenance of caution boards, refilling of trenches, watering of refill, in 15cm layers, ramming & restoration of unmetalled or unpaved surface t original condition & removal of surplus soil, from site of work, upto a lead of 1Km in ordinary soil (HSR 6.10) | BI01010001010000000000000515BI0100001144 | 97.79 | Cum\n(Per Cubic Meter) |
| 33 | 29 | Cement concrete 1:4:8 with stone aggregate 20mm nominal size in foundation & plinth (HSR 10.38) | BI01010001010000000000000515BI0100001145 | 9.88 | Cum\n(Per Cubic Meter) |
| 34 | 30 | Construtction brick masonary inspection chamber sizes as given below upto 0.60 meter average depth in cement mortar 1:5 lime concrete with 40% lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C 1:2:4 slab 100mm thick CC topping 3.50mm thick with 455mm x 455mm/455mm x 610mm indise light duty C.I. inspection chamber cover & frame weight as per ISI specifications painted with 3 coats of black bitumastic superior paint complete as per standard design. (HSR 29.84) c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover & frame light duty single seal weiging 20 Kg with R.C.C slab) | BI01010001010000000000000515BI0100001146 | 4 | Each\n(Per Numbers) |
| 35 | 31 | Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENGTH OF 600MM EACH PIPE MARKED WITH IS:651 and their lowering, cutting, jointing and testind as described in HSR Item no. 29.38, 29.39, 29.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaciton to the Engineer in Charge. (HSR 29.95(ii)(i) 150mm i/d 2 (250' +195')+28' + 135' +4x20' = 1133.00 or 345.33m (HSR 29.95) 200mm Dia | BI01010001010000000000000515BI0100001147 | 54.86 | Mtr.\n(Per Meters) |
| 36 | 31.1 | 250mm | BI01010001010000000000000515BI0100001148 | 62.48 | Mtr.\n(Per Meters) |
| 37 | 32 | Extra for every 0.30 meter depth of inspection chamber (HSR 29.85) c) 600 mm x 900 mm | BI01010001010000000000000515BI0100001149 | 2 | Each\n(Per Numbers) |
| 38 | 33 | Providing & fixing in position best Indian make ( to the approval of the Enginer-in-charge) Indian type water closet suite concsisting of :- (HSR 30.1) a) Size 580 mm (i) White | BI01010001010000000000000515BI0100001150 | 3 | Each\n(Per Numbers) |
| 39 | 34 | Providing & fixing in position 15 mm 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 | BI01010001010000000000000515BI0100001151 | 3 | Each\n(Per Numbers) |
| 40 | 35 | Providing & fixing in position best Indian make lavatory suites (angle back) in vitreous chinaware & all other necessary fittings as fully described in item no. 30.41 above (HSR 30.43) White i) Size 530 mm x 430 mm with one no. tap | BI01010001010000000000000515BI0100001152 | 3 | Each\n(Per Numbers) |
| 41 | 36 | Provinding & fixing in position in position best Indian make a range of two urinals large flat back or angular lipped front 610 mm high in vitreous chinaware with 5 liters capacity best Indian make C.I authomatic flushing cistern with fittings & flush pipe etc. complete as fully described in item no. 30.25 above (HSR 30.26) Range of two urinals (i) White | BI01010001010000000000000515BI0100001153 | 1 | Each\n(Per Numbers) |
| 42 | 37 | Providing & fixing in position C.P brass stop cocks (as approved by the Engineer-in-charge) (HSR 30.76) i) 15 mm stop cock | BI01010001010000000000000515BI0100001154 | 3 | Each\n(Per Numbers) |
| 43 | 38 | Providing, fixing and Jointing PVC pipe line 15mm Dia | BI01010001010000000000000515BI0100001155 | 76.81 | Mtr.\n(Per Meters) |
| 44 | 38.1 | 20nm dia | BI01010001010000000000000515BI0100001156 | 89.61 | Mtr.\n(Per Meters) |
| 45 | 39 | Construction brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds & sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no. 10.6) in foundation first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside he chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster & finished with a floating coat of neat cement 1mm thick left absolutely smooth polished & correct to templates ncluding labour for fixing the C.I. road gully grating & frame including painting with coal tar (as specified in item no. 29.48 complete & to the requirement of the Engineer-in-charge (HSR 29.87)\na) SINGLE ROAD GULLY CHAMBER\ni) Size 610 mm x 457 mm x 800 mm | BI01010001010000000000000515BI0100001157 | 8 | Each\n(Per Numbers) |
| 46 | 40 | Providing & fixing 25mm thick marble poerions for the different type of urinals (HSR 30.40)\na) Size 375 mm x 750 mm | BI01010001010000000000000515BI0100001158 | 6 | Each\n(Per Numbers) |
| 47 | 41 | Providing & fixing in position H.C.L floor traps I.S.I marked of the self cleaning design with C.P brass hinged grting with frame with or without vent arm & including cement concrete 1:2:4 under & around the floor trap where required upto floor level complete in all respects including cutting & making the walls & floors etc., minimum depth of water should be 150 mm with a minimum seal of 50 mm (HSR 30.89)\nb) With 75 mm i/d outlet | BI01010001010000000000000515BI0100001159 | 18 | Each\n(Per Numbers) |
| 48 | 42 | Providing & fixing in position authomatic brass ball valves in tanks (HSR 30.110) b) With plastic ball\n20 mm internal diameter | BI01010001010000000000000515BI0100001160 | 18 | Each\n(Per Numbers) |
| 49 | 43 | Repair of 4'-6" high boundary wall | BI01010001010000000000000515BI0100001161 | 68.58 | Mtr.\n(Per Meters) |
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