Special Repair work of infrastructure strengthening at various Sub Health Centres i.e Dhurana, Jawhara, Bhawar Chhatehra in Baroda Constituency for the year 2020-2021

Amount

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

Dismantling Concrete (e) Reinforced cement concrete with cleaning and straghtening and cutting of bars if required. (HSR 8.6 (e)

Dismantling Roofing (g) demolishing mud phaska in tile terracing. (HSR 8.8 g)

Removing 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) a) door

b) Window

Dismantling Flooring and Ceiling Dismantling cement conglomerate/terrazzo floors 25 mm to 50 mm Thick including concrete base (HSR 8.25)

Scraping White Wash & Colour Wash (HSR 8.32 a)

Scraping of Cement plaster. (HSR 8.32 c)

Dismentling white or coloured glazed tiles (to be carefully removed (HSR 8.38)

Cement Concrete 1:1½:3 with stone agregate 20 mm nominal size reinforced concrete work in Shelves with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all repect. (HSR 10.81 + 10.95 (a)

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 coats 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)

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)

B Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57)

Cement concrete 1:2:4 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64)

Pdg. & fixing PVC rain water Pipe 6 kg Presure of ISI Mark in Cement morter during masonary work. (HSR 13.89( (a) 100mm dia PVC Pipe 6 kg presure.

Providing & fixing P.V.C Bend ISI Mark 100mm dia P.V.C Bend (HSR 13.90a)

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)

Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR 14.9)

Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips 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. (HSR 14.45+ NOTE)

Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 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 rubbing and polishing.. (HSR 14.62)

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 and wall facing (lining) and pillars laid on 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 rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR 14.66)

Providing & fixing Ist quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacture) 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.(HSR 14.92 b) b) Size of ceramic Glazed tiles 300x450mm

12 mm thick cement plaster 1:6 (HSR 15.7)

15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)

10 mm thick cement plaster 1:4 (HSR 15.52)

Prepration of ply wood surface as per (HSR 16.1)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (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. (HSR 16.3)

Painting two coats with synthetic enamel Paint in all shades on old wood-work or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. (HSR 16.5)

Applying priming coat with metal primer on New steel or iron work including preparation of surface. (HSR 16.9)

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)

Painting two coats with ready-mixed paint for metallic surfaces in all shades on old steel or iron work. (HSR 16.18)

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

Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work. (HSR 16.60)

Providing two coat of exterior acrylic emulsion paint as per 1st quality (HSR 16.79 b)

Providing and applying two cates white cement based puty over plastered surface and grinding the durface smooth eiht sand paper to get an even and smooth finish including cost and carriage of all material, labour charge, scaffolding, sundries etc. complete (J.K/ Birla make) (HSR 16.81)

Providing and laying 75/100mm thick (GSB) granular sub base consisting of filter layer conforming to Table 400.1 Grading-III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications.

Providing and alying 80mm thick ISI Marked interlocking paver blocks (Conforming to ISI 156582006) IRC SP 63-2004 of all shapes and colours of design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.159)

Earth work in embankment with an avg. lead of 5 Kms. including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT..

Factory- manufactured paneled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., (non-coniferous timber other than tak, conforming ot I.S. specification no. 1003, kiln-seassoned), with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail and 100 mmm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc., complete, fixed in positon (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in positon)- (HSR 17.90 A - NOTE1 under 17.18)

Factory-manufactured wire gauze door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc, (non coniferous timber other teak, conforming to I.S. specification no. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide locak rail 200 mm wide bottom rail and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fitting other than specified above, but including labour for fixing the same in position)- (styles and rails of windows shutter shall be 75 mm wide) (HSR 17.92 A - NOTE1 under 17.18)

Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in positon includeing 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)- (HSR 17.93 (a) -17.18) commercial veneering with vertical grains or corss bands and face veneer on both sides commercial facing with laminated core and lipped edges:- (i) 25 mm thick

(iii) 35 mm thick

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)

Fe-500 EQR TMTsteel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (NS). (HSR 18.22)

Supplying and fixing glass panes including special metal sash putty of approved make (HSR 18.30) (b) glass panes 4 mm thick, exceeding 40 sq dm areas.

Pdg. & laying 75mm thick GSB G-IV as per MORT&H

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified sections, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, or approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete:- (HSR 18.34 b) b) door and window frame of size 76 mm X 38 mm with 35 mm wide single rebate

(d) door and window frame of size 114 mm X 50 mm with 35 mm wide double rebate

Providing for laying, jointing, fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. Including cost of Special. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS) 15mm dia

20 mm i/d of pipeline.

25 mm i/d of pipeline.

Extra for fixing and jointing union couplings in G.I. and W.I. pipelines. (HSR 28.21) 15mm Internal Diameter

20mm Internal Diameter

25mm Internal Diameter

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. [HSR 28.23]. (i) 11.43 cm thickness of walls

22.86 cm thickness of walls

LABOUR FOR FIXING G.I OR W.I PIPE SLEEVS PIECES IN HOLES IN WALLS,FLOOR AND ROOFS ROUND PIPE INCLUDING ALL CUTTING AND WASTAGE (HSR 28.27) 15mm Internal Diameter

20mm Internal Diameter

25mm Internal Diameter

FIXING AND JOINTING GUN MATEL PEET VALVES (HEAVY PATTERN)with hand wheels on G.I pipeline laid in the ground or inside building INCLUDING CARTAGE from divisional store or nearest railway station to site of work (HSR 28.29) 15mm Internal Diameter

20mm Internal Diameter

25mm 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 lime mortar 2:3 in foundation Cement mortar 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/CC/ TOPPING 50 mm THICK WITH 455 MM x 455 MM X 610MM INSIDE LIGHT DUTY C.I. INSPECTION CHAMBER COVER AND FRAME Weight as per I.SI. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design. (HSR 29.84) (a) Size 450mm x 450mm

(b) Size 600mm x 900mm

PROVIDING AND FIXING IN POSITOIN 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 fully described in item no.30.1 above (HSR 30.2 (b) Size 630 mm (ii) Single Color

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (as approved by the Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUITE, SYPHONIC TYPE, Consisting of- (HSR 30.5 (b) Double trap symphonic W.C. Suite (ii) Single Color)

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) 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. White plastic seat (Solid) (HSR 30.13 i)

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) (i) 32 mm dia G.I. flush pipe

PROVIDING AND FIXING IN POSITION INDIAN MAKE (ORDINARY) LAVATORY SUITES Consisting of Lavatory in VITREOUS CHINAWARE size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary; R.S or C.I BRACKETS for building into wall including Painting; 32 mm C.P BRASS WASTER WITH C.P brass chain and rubber plug; 15 mm C.P BRASS SCREW DOWN PILLAR TAP WITH Jamnuts or couplings best design ( as approved by the Engineer- In-charge) ALL FITTINGS BEST INDIAN MAKE and; to the approval of the Engineer-in-charge. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS FLOORS AND PAINTING OF FITTINGS ETC. (HSR 30.41) (V) Size 560 mm x 450 mm with one no. tap

PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or 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 chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). (HSR 30.50)

Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in wals or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint.(HSR 30.62)

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) 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 GOOD THE WALLS ETC. (HSR 30.68 ) (a) 25 MM DIA C.P BRASS ADJUSTABLE

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 etcs. (HSR 30.70) (a) C.P BRASS (i) Soap dish 160 mm

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MM THICK MIRRON 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 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) INDIAN MAKE (i) 600 mm x 450 mm

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

Providing and fixing in position C.P brass stop cocks (as Approved by the Engineer-in-charge) (HSR 30.76) (a) 15 MM STOP COCK (ii) Concealed stop cock with flange.

Providing and fixing C.P brass liquid soap container of best quality (as required by the Engineer-in-charge) (HSR 30.77)

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

PROVIDING AND FIXING IN POSITION AUTOMATIC BRASSBALL VALVES IN TANKS (HSR 30.110) (b) WITH PLASTIC BALL (ii) 20 mm internal diameter

Providing & fixing HDPE Water storage Tanks of sinty, Diplast O.K. Supreme make with maked with IS:12701 on roof top of buildings including cost of hoisting and placing in position , making connection with inlet and outlet pipes providing overflow & scoour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connection in tanks complete in all respects to the satisfaction (Engineer-in-Charge) (Except civil work) (HSR 30.119) 1000 Ltr. Capacity

Pdg. & fixing of standard circular Logo tiles of HWC acitivities of size 3 feet dia i/c cost of adhesive (NS)

Pdg. & fixing of 6x3 feet standard circular Logo of Ayushman Bharat HWC as approved by Health Deptt. I/c cost of adhesive consisting of 3 nos. tiles of size 3'x3' (NS)

Pdg. & fixing of design with 4'x9' border tiles printed as per norms / design of HWC i/c fixing with adhesive of good quality (NS)

Recovery 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 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 :- (Good Tiles @ 2.50/- each)

Tile Bats @ 400 per cum)

Scrap of Steel @ 2500 per Qtl Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be not measurement after actual scarifying and if material after scarifying 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.

The Shiva Labour And Construction Co- Operative Society Ltd