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Special Repair/Renovation Of Sub Health Centre At Village Dayalpur In District Kurukshetra ( Under Health Wellness Centre Scheme ) ( Excluding Ei ) , Kurukshetra-Haryana

Public Works Department-PWD has published Special Repair/Renovation Of Sub Health Centre At Village Dayalpur In District Kurukshetra ( Under Health Wellness Centre Scheme ) ( Excluding Ei ) . Submission Date for this Tender is 16-04-2021. Building Repair Tenders in Kurukshetra Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

27636444
Special Repair/Renovation Of Sub Health Centre At Village Dayalpur In District Kurukshetra ( Under Health Wellness Centre Scheme ) ( Excluding Ei )
Open Tender
Indian
Haryana
Kurukshetra
16-04-2021

Tender Details

Special Repair/Renovation Of Sub Health Centre At Village Dayalpur In District Kurukshetra ( Under Health Wellness Centre Scheme ) ( Excluding Ei )

Key Value

Document Fees
INR 1000 /-
EMD
INR 9000.0 /-
Tender Value
INR 4.40 Lakhs /-

BOQ Items

Name of Work: Special Repair / Renovation of Sub Health Center at Village Dayalpur in District Kurukshetra ( under Health Wellness Centre Scheme). (Excluding EI)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation, of trenches in streets, lanes or in open areas for strom sewer, sewers running by gravity and 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 and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals, profiles, pegs, sight rails, boning roads, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling of trenches, watering of refill, in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil,from site of work, upto a lead of 1 km in ordinary soil, for depths of execution not exceeding 3 meters below ground level. [HSR 6.10]. (a) BI01010001010000000000000515BI0100001113 3.5 Cum\n(Per Cubic Metre)
2 2 Dismantling Concrete, cement concrete plain 1:2: 4 mix [HSR 8.6]. (d) BI01010001010000000000000515BI0100001114 3.1 Cum\n(Per Cubic Metre)
3 3 Stripping and stacking slates or tiles of a roof (HSR 8.10)\n BI01010001010000000000000515BI0100001115 16.16 Sqm \n(Per Square Metre)
4 4 Scraping (a) white wash and colour wash (HSR 8.32) (a) BI01010001010000000000000515BI0100001116 88.44 Sqm \n(Per Square Metre)
5 5 Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.38)\n BI01010001010000000000000515BI0100001117 1.34 Cum\n(Per Cubic Metre)
6 6 Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. [HSR 10.41]. BI01010001010000000000000515BI0100001118 1.75 Cum\n(Per Cubic Metre)
7 7 Cement concrete 1:1.5:3 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 and shuttering, laid in position complete in all respects. (HSR 10.82 + 10.95 (a) )\n BI01010001010000000000000515BI0100001119 22.86 Cum\n(Per Cubic Metre)
8 8 Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 Kg per sqm laid hot and sanded. (HSR 10.114) BI01010001010000000000000515BI0100001120 2.09 Sqm \n(Per Square Metre)
9 9 First class brick laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3)\n BI01010001010000000000000515BI0100001121 1.47 Cum\n(Per Cubic Metre)
10 10 First class brickwork laid in cement sand mortar 1:6 in first sqf torey upto 4 meters above plinth level. (HSR 11.7)\n BI01010001010000000000000515BI0100001122 8.31 Cum\n(Per Cubic Metre)
11 11 Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coasts of bitumen laid hot at 1.65 Kg per sqm on top of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)\n BI01010001010000000000000515BI0100001123 16.16 Sqm \n(Per Square Metre)
12 12 Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64)\n BI01010001010000000000000515BI0100001124 23 Rmtr.\n(Per Running Metre)
13 13 Providing & fixing PVC Rain water pipe 6Kg. Pressure of ISI mark in cement mortar during masonry work. 100mm dia PVC pipe 6Kg. Pressure (13.89) (a) BI01010001010000000000000515BI0100001125 7.01 Rmtr.\n(Per Running Metre)
14 13.1 (b) 150 MM dia PVC pipe 6 Kg. Pressure. BI01010001010000000000000515BI0100001126 22.03 Rmtr.\n(Per Running Metre)
15 14 Providing & fixing PVC Bend ISI Mark, 100 mm dia PVC Bend (13.90) (a) BI01010001010000000000000515BI0100001127 6 Nos.\n(Each)
16 14.1 (b) 150 mm dia PVC Bend BI01010001010000000000000515BI0100001128 3 Nos.\n(Each)
17 15 Providing and fixing vitrified tiles of size 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:-Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, BELL, JOHNSONS.& RAK AND SIMPOLO. (HSR 14.89) BI01010001010000000000000515BI0100001129 16.16 Sqm \n(Per Square Metre)
18 16 Providing and fixing vitrified tiles of size 600 x 600mm of approved make in skirting / dado 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:-Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, BELL, JOHNSONS.& RAK AND SIMPOLO. (HSR 14.90) BI01010001010000000000000515BI0100001130 1.72 Sqm \n(Per Square Metre)
19 17 Pdg & fixing ceramic tiles/anti skid tiles of size 400mm x 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 of tiles. \nNote:-Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, BELL, JOHNSONS.& RAK AND SIMPOLO. (HSR 14.91)\n BI01010001010000000000000515BI0100001131 4.18 Sqm \n(Per Square Metre)
20 18 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, shades 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 shades complete. b) Size of ceramic Glazed tiles 300 X 450mm (HSR 14.92) BI01010001010000000000000515BI0100001132 38.89 Sqm \n(Per Square Metre)
21 19 Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of granite stone) Granite shall be supplied by the Department. (HSR 14.96). First Storey BI01010001010000000000000515BI0100001133 0.84 Sqm \n(Per Square Metre)
22 20 12 mm thick cement plaster 1:4 (HSR 15.5) BI01010001010000000000000515BI0100001134 40.74 Sqm \n(Per Square Metre)
23 21 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12) BI01010001010000000000000515BI0100001135 22.09 Sqm \n(Per Square Metre)
24 22 10 mm thick cement plaster 1:4(HSR 15.52) BI01010001010000000000000515BI0100001136 4.18 Sqm \n(Per Square Metre)
25 23 Preparation of ply wood surface for painting including 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. (HSR 16.1)\n BI01010001010000000000000515BI0100001137 5.93 Sqm \n(Per Square Metre)
26 24 Applying pink primer or aluminum priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 16.2)\n BI01010001010000000000000515BI0100001138 5.96 Sqm \n(Per Square Metre)
27 25 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)\n BI01010001010000000000000515BI0100001139 5.96 Sqm \n(Per Square Metre)
28 26 Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or iron work. (HSR 16.17)\n BI01010001010000000000000515BI0100001140 2.47 Sqm \n(Per Square Metre)
29 27 Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work.\n(HSR 16.58) BI01010001010000000000000515BI0100001141 44.92 Sqm \n(Per Square Metre)
30 28 Providing two coats of exterior acrylic emulsion paint.(HSR 16.79) b) 1st quality BI01010001010000000000000515BI0100001142 22.09 Sqm \n(Per Square Metre)
31 29 Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (JK/Birla Make) (HSR 16.81) BI01010001010000000000000515BI0100001143 67 Sqm \n(Per Square Metre)
32 30 Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy and haplash,etc.,(non-coniferous timber other teak, conforming to I.S.specification No.1003, kiln-seasoned),with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail, and wire gauze of 140G or 120G designation including cost of iron hinges, screws,chocks/cleats,stops nail etc.,complete fixed in position (excluding the cost of any fitings,other than specified above,but including labour for fixing the same in position)-\n(style and rails of windows shutter shall be 75 mm wide) 30 mm thick (HSR 17.92 ) (i) -Note\n BI01010001010000000000000515BI0100001144 2.04 Sqm \n(Per Square Metre)
33 31 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,hot- pressesd, 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)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges.) 25 mm thick (HSR 17.93 ) (a) (i) BI01010001010000000000000515BI0100001145 3.92 Sqm \n(Per Square Metre)
34 32 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. (HSR 18.22)\nNote: 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.\n BI01010001010000000000000515BI0100001146 25.15 Qtl.\n(Per Quintel)
35 33 Supplying and fixing glass panes including special metal sash putty of approved make glass panes 4 mm thick, exceeding 40 sq dm areas (HSR 18.30) (b) \n BI01010001010000000000000515BI0100001147 1.39 Sqm \n(Per Square Metre)
36 34 Extra for fixing and jointing union couplings in G.I. and W.I. pipelines. 15 mm internal diameter [HSR 28.21]. (b) 20 mm internal diameter BI01010001010000000000000515BI0100001148 4 Nos.\n(Each)
37 35 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. 11.43 cm thickness of walls [HSR 28.23]. (b) 22.86 cm thickness of walls BI01010001010000000000000515BI0100001149 6 Nos.\n(Each)
38 36 CONSTRUCTION BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement mortar 1:5 LIME CONCRETE with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 BENCHING 12mm THICK CEMENT PLASTER 1:2 with a floating coat of 1mm thick of neat cement R.C.C.1:2:4 SLAB 100mm THICK /C.C.TOPPING 50 mm THICK WITH 455 MMx455MM/455MMx610MM 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 complete as per standard design. (a) Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping (HSR 29.84 (a) BI01010001010000000000000515BI0100001150 2 Nos.\n(Each)
39 37 PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (as approved by the Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUIT, SYPHONIC TYPE, consisting of- VITREOUS CHINA WARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). One Piece SEAT AND LIDIN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers,(to the approval of the Engineer-in-charge). COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic W.C. Suite, Single Colour (HSR 30.5) (b) (ii)\n BI01010001010000000000000515BI0100001151 1 Nos.\n(Each)
40 38 EXTRA OVER Item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY LOW LEVEL VITREOUS CHINA WARECISTERN complete with flush bend all other necessary fittings instead of C.I. high level cistern complete with fittings.White (HSR 30.12) (i) BI01010001010000000000000515BI0100001152 1 Nos.\n(Each)
41 39 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). 32 mm dia. G.I. flush pipe (30.15) (i) \n BI01010001010000000000000515BI0100001153 1 Qtl.\n(Per Quintel)
42 40 PROVIDING AND FIXING IN POSITION 32MM DIA.G.I.WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47kg. 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)\n BI01010001010000000000000515BI0100001154 3 Qtl.\n(Per Quintel)
43 41 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 good the wells etc. C.P.BRASS, Soap dish small (30.70) (a) (ii)\n BI01010001010000000000000515BI0100001155 3 Qtl.\n(Per Quintel)
44 42 PROVIDING AND FIXING IN POSITION BEST QUALITY STAINLESS STELL SINKS OF 600MM X 450MM X 200 MM SIZE. (FOR ESTIMATEING PURPOSE ONLY) (HSR 30.53) BI01010001010000000000000515BI0100001156 1 Nos.\n(Each)
45 43 Providing and fixing in position best Indian make towel rails fixed inwith RAW slugs embedded in walls with C.P. brass screws. complete in all respect including cutting and making good the walls etc. 25 MM DIA C.P.BRASS ADJUSTABLE, 750 mm long (HSR 30.68) (a) (i) BI01010001010000000000000515BI0100001157 5 Nos.\n(Each)
46 44 PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MM THICK MIRROR mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHORMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded in the wall of 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. INDIAN MAKE, 600mm X 450mm (HSR 30.71) (a) (i) BI01010001010000000000000515BI0100001158 2 Nos.\n(Each)
47 45 Providing and fixing in position super quality 65mm i/d opening C.P. Brass dome type hinged grating weighing about 750gms, fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge) (HSR 30.74) BI01010001010000000000000515BI0100001159 4 Nos.\n(Each)
48 46 Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the engineer-in-charge). Bib cock long body\n(HSR 30.75) (a) BI01010001010000000000000515BI0100001160 4 Nos.\n(Each)
49 47 Providing and fixing in position C.P. brass stop cocks (as approved by the Engineer- in-charge) 15 MM STOP COCK, Concealed stop cock with flange (HSR 30.76) (a) (ii) BI01010001010000000000000515BI0100001161 3 Nos.\n(Each)
50 48 PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLEXIBLE TUBE CONNECTION. C.P. Brass, 15 mm X 450 mm (HSR 30.82) (b) (iii) BI01010001010000000000000515BI0100001162 3 Nos.\n(Each)
51 49 PROVIDING AND FIXINGIN POSITION H.C.I. FLOOR TRAPS I.S.I.MARKED OF THE SELF CLEANING DESIGN WITH C.P. BRASS HIGED 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 150 mm with a minimum seal of 50 mm, with 75 mm i/d outlet (HSR 30.89) (b) BI01010001010000000000000515BI0100001163 4 Nos.\n(Each)
52 50 PROVIDING AND FIXING IN POSITION AUTOMATIC BRASS BALL VALVES IN TANKS WITH PEASTIC BALL, 20 mm internal diameter (HSR 30.110) (b) (ii) BI01010001010000000000000515BI0100001164 1 Nos.\n(Each)
53 51 Providing and fixing HDPE water storage tanks of Sintex, Diplast, O.K. 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 & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in- Charge. (except civil work). (HSR 30.119) (c) 500 ltr. capacity BI01010001010000000000000515BI0100001165 1 Nos.\n(Each)
54 52 Providing and fixing G.I pipes complete with G.I fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore (DSR 18.10.2) BI01010001010000000000000515BI0100001166 27.44 Rmtr.\n(Per Running Metre)
55 53 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (DSR 18.17.1)\n BI01010001010000000000000515BI0100001167 3 Qtl.\n(Per Quintel)
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