S/R for Sub Health Centre at village Kherla, Nizampur and Malab in Nuh District. (Re-invited)

Amount

Earth Work in Excavation in foundations, trenches, etc. in all kinds of Soils not exceeding 2 meter depth including dressing of bottom and sides of trenches stacking and excavated Soil clear from the edge of Excavation and subsequent filling around masonry in 15cm layers with Compaction including disposal surplus Soil as directed within a lead of 30 meters (HSR 6.6)

Dismantling Brick work, Tile Masonry or Tile lining and Tile Terracing (b) in cement (HSR 8.5 (b))

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

Dismantling roofing mud roiling with brick tile, stone slab (HSR 8.8 (b))

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 doors. (HSR 8.17 (a)) Door

Window

Ventilator

Dismentling of Conglometrate /Terrezo floor (HSR 8.25)

Dismantling cement conglemerate / terrazzo floors 25 mm to 50 mm thick without concrete base. (HSR 8.26)

Scraping cement plaster (HSR 8.32 (c))

Carriage of Malba /excavated soil and dismatlled material with an av.lead of 2 Km i/c loading unloading (HSR 4.1 (a) & 5.2 a) (4.75 + 12.40) = 17.15+ 450%

Cement Concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation & plinth (HSR 10.28)

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.39)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size forreinforced 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))

Cement concrete 1:1½ :3 with stone aggregate 20 mm nominal size forreinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. (HSR 10.86 + 10.95 (a))

Providing and laying 80mm thick interlocking paver blocks ISI marked (IS code: 15658:2006) of all shapes and colours in design mix cement M-40 as per IRC:SP:63-2004, over a bed of 30mm thick fine sand complete in all respects. [HSR 10.159 + Additional Cost of Cement.]

First Class brick work laid in cement sand mortal 1:6 in foundation & plinth (HSR 11.2)

Extra for additional storey upto 4 metres above the top of structural roof of lower storey. (HSR 11.7 + 11.41) (A) First Storey

Second Storey

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

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)

Bottom Khurra on ground 1.2 m x 0.6 m consisting on 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 quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64)

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (b) 100 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](a)

Providing and fixing PVC Bend ISI Mark. (b) 100 mm dia PVC Bend (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90](a)

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

40 mm of cement concrete topping 1:2:4 (HSR 14.9)

Kotah stone flooring minimum 25 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)

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 and fixing vitrified tiles of size 600x600mm 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: RAK, NITCO, KAJARIA, SOMANI, ORIENT & JOHNSONS. (Double charged tiles shall be used as approved by Engineer in charge. (HSR 14.89)

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, RAK (Double charged tiles shall be used as approved by Engineer in charge). (HSR 14.90)

Laying and fixing rectified ceramic anti skid tiles of size 400x400mm of approved make in floors 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. (Tiles shall be supplied by the department) brands like RAK, NITCO, KAJARIA, SIMPOLO, ORIENT BELL (as approved by the Engineer in charge) (HSR 14.91)

Providing & Fixing Ist quality Ceramic glazed wall tiles 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 pointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:-RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL shall be used as approved by Engineer-in-charge. (HSR 14.92(b))

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

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

10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.2)

Painting two coats including priming coat with synthethic enamel or metallic paint in all shades on metallic surface quality paint (HSR 16.9+16.17)

Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler complete (HSR 16.52)

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58)

Finishing walls with exterior decorative cement based paints such as snowcem Robbiacem etc on new work, two coats to give an even shade (HSR 16.61)

Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)]

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. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81)

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), shutters with vertical styles and rails, as specified in the statement No. 1 (attached in the end of this chapter with two nos. plywood panels of the specified thickness, mentioned below, tongued and grooved including the cost of iron hinges ,screws,chock/cleats, stops, etc., complete fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same. (HSR 17.30 (a)) 35 mm thick (12 mm thick commercial plywood panel)

Cost of aluminum fitting complete for doors and windows, such as tower bolt, handles etc. screws for these fittings (excluding sliding bolt) complete. Single leaf shutter (HSR 17.72 (a))

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

Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (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 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 fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. (HSR 17.92 (i) - Note 1 under 17.18)

Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 under 17.18) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (iii) 35 mm thick.

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

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 TMT steel bars for RCC works, where not including in the complete rate of RCC including bending, binding and placing in position complete. (NS) Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.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.

Pressed steel sheet frams (chowkats) consisting of 2mm thick sheet of specified section including iron lugs (hole fasts) iron hings , conforming to PWD 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, of 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) (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate

door and window frame of size 76 mm X 38 mm with 35 mm wide single rebate

Door and window frame of size 127 mm x 50 mm with 40 mm wide double rebate

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting / dado laid in any pattern as specified over base of 12 mm 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 & RAK SIMPOLO, ORIENT BELL. (N.S)

Providing and laying 100 mm thick granular sub base consisting of filter layer confirming 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. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.

Recovery Items:- Bidder have to quote rates recovery items at least or more than reserve price. 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 structure have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can use in any of the item for the work after modification (bringing it to required specifications) on approval from Engineer-in-Charge. In case it is not possible to use this material on the work, the agency can take away this material at his own cost. The reserve price is as under:- i) Steel Reinforcement in RCC @ Rs.20/- Per Kg. 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 after disentailed of the building 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 quoted purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purpose in case the agency quotes lesser than reserve price.

ii) For Door & Window @ Rs. 100/- Each

PUBLIC HEALTH SERVICES:- Excavation for pipe lines running under pressure in trenches and pits in open areas, where disposal of surplus earth is done alongwith the alignment and restoration of unmetalled or unpaved surface to its original condition, ordinary soil. (HSR 6.8 (a))

Cement Concrete 1:8:16 with brick ballast 40 mm nominal size in foundation & plinth (HSR 10.26)

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees bends, sockets elbows etc. inside building and tesitn etc., complete i/c cutting threading. (HSR 28.18) 15mm i/d

Extra for fixing and jointing union coupling in GI and WI pipeline. (HSR 28.21) 15mm dia

20mm dia

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

22.86cm thick wall

Fixing and jointing gun metal peet (valves Heavy pattern) including cartage. (HSR 28.29) 20mm dia

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)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meter average depth benching 12mm thick cement plaster 1 : 2 RCC 1:2:4 slab 100mm thick / cement concrete topping 50mm thick with 455mmx 455mmx610mm inside light duty C.I. inspection chamber cover and frame with 3 coats of black bitumastic. (HSR 29.84) c) Size 450mm x 450mm inside.

Providing & fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. 100mm dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (a))

Providing & fixing PVC Bend ISI Mark. (a) 100mm dia PVC Bend (HSR 13.90 (a))

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 100mm H.C.I. ‘P’ Trap with or without vent as required and all other necessary fitting as fully described in item No.30.1 Above (HSR 30.2)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE EUROPEAN TYPE WATER CLOSET SUITE WITH CONCEALED ‘P’ or ‘S’ TRAP with or without vent (as approved by the Engineer-in-charge) and all other necessary fittings as fully described in item no. 30.3 above (i) White. (HSR 30.6 (i))

Extra over item no. 30.1 to 30.4 for providing and fixing 15 litres capacity low level vitreus china ware cistern complete with flush bend all other necessary fitting instead of C.I. high level citern complete with fitting. (HSR 30.12). I) white plastic seat (solid)

Extra over item nos. 30.3 to 30.6 for providing and fixing best Indian make plastic hygienic seat with lid complete instead of hollow black or white plastic seat and lid. (HSR 30.13). i) white plastic seat (solid)

Proving and fixing in position best Indian make lavatory uites consisting of. (HSR 30.41) (iv) Size 550mm x 400mm with one no. Tap

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) Bib cock long body

Bib cock

Providing and fixing in position C.P. brass stop cocks ( as approved by the Engineer-in-Charge) (HSR 30.76)

Prov. and fixing in position best Indian make flexible tube connection. (HSR 30.82) (a) C.P. brass.

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. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (N.S) 15mm I/d

20mm dia

Providing and fixing and jointing union couplings in G.I. and W.I. pipelines. 15mm dia

20mm dia

Providing, Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS) 20mm dia

Providing and fixing HDPE water storage tank 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 plus 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) (i) 500 Ltrs.

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

MTZ Associates