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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | -0.10% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 CrAdmitted-Finance | -0.05% | ₹2.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.7 CrAdmitted-Finance | -0.02% | ₹2.7 Cr | L3 | Admitted-Finance |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
18 Feb 2026, 4:00 pmClosed
Zonal Manager NPCC Ltd, SEZ Bhubaneswar
SOUTH EASTERN ZONAL OFFICE, PHASE-VII, HIG-166, SAILASHREE VIHAR, BHUBANESWAR- 751021
Construction of PHC Building at Kermeli under Gaisilet block and at Melchhamunda under Sohela block in the District of Bargarh Odisha
2026_NPCC_266512_1
NPCC/SEZ/NHM/PHC/BAR/702
Open Tender
Civil Works
300 days
Kermeli and Melchhamunda
Please refer Tender documents.
8 documents required · 8 mandatory
₹11,800
Yes
National Projects Construction Corporation Limited
₹5.3 L
Yes
28 Feb 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
Construction of PHC Building at Kermeli under Gaisilet block and at Melchhamunda under Sohela block in the District of Bargarh Odisha.
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GENERAL ABSTRACT
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT KEMELI, GAISILET BLOCK, BARGARH, ODISHA
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT KEMELI, GAISILET BLOCK, BARGARH, ODISHA
BILL OF QUANTITIES
Dismantling brick or stone masonry in cement mortar 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead.
Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead.
Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge.
Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.
Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge.
Construction of embackment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge.
Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Cement Concrete of proportion (1:4:8) in foundation and floors using 4cm size hard granite C.B. metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Based on DAR-V1-2023-Item No. 4.17 Page-195
Providing 2.5cm thick Damp Proof Course with cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of wall including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Providing and applying of pre-construction Anti-Termite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge.
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Ground Floor
Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Ground Floor
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Ground Floor
Head Room
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:4) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Ground Floor
Head Room
Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
Ground Floor
Head Room
Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Ground Floor
Head Room
Providing 6mm thick C.P.(1:4) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Ground Floor
Head Room
Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Ground Floor
Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Vitrified tiles (600x600) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Ceramic tiles (300x300) in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Ceramic tiles (300x450) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 25 mm thick cement mortar (1:1) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Ground Floor
Head Room
Outside
Ground Floor
Head Room
Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Ground Floor
Head Room
Out side
Ground Floor
Head Room
Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Head Room
Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Head Room
Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Supplying and fitting-fixing of factory made single leaf rigid FRP (alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 3.00 mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter.
Supplying and fitting-fixing of factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
Supplying and fixing of Powder coated 50-60 microns approved colour of Aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass of make-Saint gobain/AIS/Gardian/modi. the rate quoted inclusive of hardwares like antilift,roller, Espag lock cum handle,epdm gaskets,T mullion ,Fly Mullion ,bottom adopter ,mid transom ,glazing clip for 12 mm glass felt along with all accessories etc complete. the gap between the wall and window will be filled with silicon weather sealant in the outer side. Casement Door Outer frame - 40mm x 45.3mm Series x 1.4mm thickness, Fly mullion - 44 x 60 mm x 1.4mm thickness, T Mullion 40 x 78.4mm x 1.4mm thickness, Transom - 40.28 x 125.8 x 1.75 mm thickness, Bottom adopter - 34.6 x 26 x 1.5mm thickness, including cost of all materials, all labour, sundries, T&P etc. complete in all respect as per direction of Engineer-in-Charge.
Priming one coat with Red Oxide primmer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect as per specification & direction of Engineer-in-charge.
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete as per specification & direction of Engineer-in-charge.
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 as per specification & direction of Engineer-in-charge.
Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Supplying and fixing of 60mm thick cement concrete interlocking paver block of M-30 grade of approved make, design, color and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect confirming to IRC SP-63:2018 as directed by the Engineer-in-Charge.
Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm 150mm of M-30 grade of approved make, design, color and size made by block making machine with proper compaction fixed in required pattern etc. complete in all aspect confirming to IS 5758:1984 as directed by the Engineer-in-Charge.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C projections. DAR-2023-V-1-Item No. 5.30 Page No. 287
Providing and fixing GI chicken wire mesh 24 gauge and 12 mm mesh and 300 mm wideth for construction joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and pegs/nails with nailing machine as required before pastering etc. complete .
GRAND TOTAL
Providing and fixing Clorinated Polyvinyl Chloride [CPVC] pipes SDR-11 conforming to IS:15778, having thermal stablity for hot & cold water supply , including all CPVC plain & brass threaded fittingincluding fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes and fittings with one stp CPVC solvent cement and testing of joints complete as per specification and direction of Enfineer-in-charge.
20 mm PVC sch-80 pipes
25 mm PVC sch-80 pipes
32 mm PVC sch-80 pipes
50 mm PVC sch-80 pipes
Supplying all materials,labour and T&P for cutting holes through existing brick work including making good to the same in cement mortar(1:4) for taking G.I. pipes and fittings /P.V.C. pipes and fittings all complete as per specification.
250mm Thick
Supplying all materials,labour and T&P for cutting holes in R.C.C. floors and roofs up to 19 cm. thick including for passing GI / PVC pipes and fittings etc. and repairing the holes after insertion of pipes etc. with cement concrete 1:2:4 including finishing complete to make it leak proof leak to the damages all complete as per specification and direction of the Engineer-in-charge.
Supplying all materials,labour and T&P for cutting groves in pucca floor and walls for taking G.I. pipes and fittings /P.V.C. pipes and fittings and making good to the damages all complete as per specification.
Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer-in-charge.
Supplying fitting fixing of C.P health facuet high pressure lettered Hot and cold with long screws shanks and back nuts of the following nominal bore as per specification.
15mm dia CP Health Faucet of 1mtr long PVC tube
Providing and fixing of Rational moulded polyethylene cylendrical vertical water storate tanks confirming to IS:12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and proviidng extra sockets and jam nuts , fixing ball volve ete. including hoisting up to a hite of 5.00metes above ground level and placing the tank to the required position etc. all complete as per specification and direction of the engineer-in-charge.
1000 litre capacity water storage tanks
Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge.
110mm diameter PVC SWR pipes
75mm diameter PVC SWR pipes
110mm PVC door Tee
75mm PVC door Tee
110mm PVC offset
110mm PVC door bend
75mm PVC door bend
110mm PVC plain shoe bend
75mm PVC plain shoe bend
110mm PVC vent cowl
75mm PVC vent cowl
110mm S-trap
110mm P-trap
110mm SWR Pipe Clip
75mm SWR Pipe Clip
Supplying all materials,labour and T&P for fixing of PVC 10 ltr capacity low level flushing cistern with manually controlled device[handle cover] confirming to IS 7231 with fittings and fixtures etc. all complete as per specification.
10 Liters capacity PVC cistern
Supplying all materials,labour and T&P for fixing water closet ,squatting pan(Indian type.W.C.pan or Orissa pan) confirming to IS 2556 : Part-3-2004 duly embedded in cement concrete (1:4:8) using 40mm.nominal size h.b.g. chips [including foot rest for I.W.C. and trap] all complete as per specificationand directon of theEngineer - in - charge.
Orissa Pan
Supplying all materials,labour and Supplying all materials,labour and T&P for fixing in cement mortar (1:3) a pair of white vitereous china (250x130x30mm.) foot rest for squatting water closet. etc. all complete as per specificationand direction of the Engineer-in-charge.
Foot Rest -
Supplying all materials,labour and T&P for Supplying all materials,labour and T&P for fixing wash down water closet (European type W.C.) with integral "S" or "P" trap tothe floor with wooden plug and chromium plated screw including jointing the trap with soil pipe in cement mortar (1:1) etc. all complete as per specification.
EWC with 'p' / S trap stanard size-
Supplying all materials,labour and T&P for fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers all complete as per specification.
Supplying all materials,labour and T&P for fixing wash hand basin with hole for pillar taps confirming to IS 2556:part4-2004 with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification.
Supplying all materials,labour and T&P for fixing of 600x450 bevelled edge mirror of superior glass mounted on 6mm thick ac sheet or ply wood sheet and fixed to wooden plugs with chromium plated brass screws and washers etc. All complete as per specification .
600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion)
Supplying all materials,labour and T&P for fixing standard size glass self with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws and washers etc. all complete as per specification.
Supplying all materials,labour and T&P for fixing standard size C. P. towel rail fixed with chromium plated brass brackets fixed to wooden plugs with cromium plated brass screws complete as per specification.
CP towel rail-
Supplying all materials,labour and T&P for fixing of cromium plated brass soap dish complete with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws as per specification.
CP soap dish-
Supplying all materials,labour and T&P for fixing standard size C. P. towel ring fixed fixed to wooden plugs with cromium plated brass screws complete as per specification.
Supplying all materials,labour and T&P for fixing of liquid soap container - glass container or plastic container with chromium plated brass lid and brackets fixed to wooden plugs with chromium plated brass screws as per specification.
Supplying all materials,labour and T&P for fixing stainless steel AISI 304 [18/8] Kitchen sink as per IS 13983 with cast iron bracet and stainless steel plug including painting of fittings and brackets ,cutting and making good to the walls etc. all as per specification including cost of sink with all accessories.
Supplying fitting fixing of cromium plated CP over head shower rose with arm including polishing and complete as per specification and direction of the Engineer in charge. (Make-Somany/Cera/Hindware)
Supplying all labour and T&P for fixing CP Concealed stop cocks polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete. (Make-Hindware/Cera/Somany)
Supplying all materials,labour and T&P for fixing Porcelain Flat Back Stall Type Urinal respectively with waste pipe by means of white lead mixed with chopped hemp etc. all complete as per specification. (Make-Somany/Cera/Hindware)
Supplying all materials,labour and T&P for fixing Drinking Water Purifier etc. all complete as per specification.
Fixing standard size Chromium Plated brass or glazed porcelain Toilet paper holder fixed to woden plugs with Chromium Plated brass screws complete as per specification and direction of the Engineer in charge.
Supply and fixing of Geyser 2000 Watt (10 Lit.) of approved brand complete as per specification and direction of the Engineer in charge. (Make-Bjajaj/Crompton/V Guard or Equivalent Brand)
Supplying fitting fixing of cromium plated CP Wall Mixture 2 in 1 with out Telephonic Shower with arm including polishing and complete as per specification. (Make-Hindware/Cera/Somany)
Total Rs.
Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge.
250mmx250mm with RCC cover
Constructing inspection chamber with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification.
Inspection Chamber inside size 750mm x 750mm and 450mm
Supplying all materials,labour and T&P for laying in trenches unplasticized PVC pipes and specials of the following outside dia. for all classes including jointing with approved solvent cement by non-heat application method including testing as per specification and direction of Engineer-in-charge etc. all complete. [including earth work and cost of pipes.
Constructing manholes with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification.
Construction of 50 Users Septic Tank
Constructing RCC soak way pit with R.C.C top slab in (1:2:4) mix, inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, complete as per specification.
Sub Total Rs.
Borewell
Supplying all materials,labour T&P and providing fitting submersible pump with squarrel cage inspection type submerssible type submersible electric motor to run on 3 phase/1 phase line voltage rangingfrom 320 volt to 450 volt conforming to IS :8034/89
Sub Total Rs.
Total Rs.
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT KEMELI, GAISILET BLOCK, BARGARH, ODISHA
FIRE EXTINGUISHER
Portable Fire Extinguisher System Supplying, installation, testing and commissioning of CO2 type Fire Extinguisher 4.5 kg capacity confirming to IS: 2878 made from ISI marked seamless cylinder confirming to IS: 7285, fitted with ISI marked controlled valve confirming to IS: 3224, high pressure 1mtr discharge hose & horn complete with initial gas charged with carrying handle & wall mounting bracket as per direction of Engineer-in-charge.
Supplying, installation, testing and commissioning of ABC type fire extinguishers of 6 kg capacity including cost of all material & labour etc complete.
Supplying, installation, testing and commissioning of Mechanical Foam type 9 litre capacity Fire Extinguisher, ISI marked, IS: 10204, containing 540 ml AFFF liquid ISI marked, IS: 4989 Part II and a polyurethane coated CO2 Gas Cartridge, ISI marked, IS: 4947 complete with gunmetal union cap, nylon hose with plastic foam making branch and wall mounting bracket as per direction of Engineer-in-charge.
Providing and installing in position the following type of sign boards made out of 3mm thick "Opaque" PVC foam board with computer cut, PVC non-reflective self adhesive vinyle painted foam board, complete with mirror fasteners.
Fire Extinguishers Signage.
Supplying and installing at approved location approved make fire buckets (4 nos./set) of 24 gauge galvanized steel sheet, standard 9 litre capacity and of round bottom shape, painted white inside and black on the bottom, inscribed with letters '' FIRE'' in black and gold with dry clean fire sand. The scope shall also include the stand for mounting the sand bucket.
TOTAL
GENERAL ABSTRACT
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT MELCHAMUNDA, PADAMPUR BLOCK, BARGARH, ODISHA
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT MELCHAMUNDA, PADAMPUR BLOCK, BARGARH, ODISHA
BILL OF QUANTITIES
Dismantling brick or stone masonry in cement mortar 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead.
Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead.
Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge.
Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.
Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge.
Construction of embackment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge.
Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Cement Concrete of proportion (1:4:8) in foundation and floors using 4cm size hard granite C.B. metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Based on DAR-V1-2023-Item No. 4.17 Page-195
Providing 2.5cm thick Damp Proof Course with cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of wall including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Providing and applying of pre-construction Anti-Termite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge.
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Head Room
Ground Floor
Ground Floor
Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Ground Floor
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Ground Floor
Head Room
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:4) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Ground Floor
Head Room
Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
Ground Floor
Head Room
Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Ground Floor
Head Room
Providing 6mm thick C.P.(1:4) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Ground Floor
Head Room
Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Ground Floor
Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Vitrified tiles (600x600) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Ceramic tiles (300x300) in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Ceramic tiles (300x450) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 25 mm thick cement mortar (1:1) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Ground Floor
Head Room
Outside
Ground Floor
Head Room
Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Ground Floor
Head Room
Out side
Ground Floor
Head Room
Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Head Room
Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ground Floor
Head Room
Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Supplying and fitting-fixing of factory made single leaf rigid FRP (alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 3.00 mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter.
Supplying and fitting-fixing of factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
Supplying and fixing of Powder coated 50-60 microns approved colour of Aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass of make-Saint gobain/AIS/Gardian/modi. the rate quoted inclusive of hardwares like antilift,roller, Espag lock cum handle,epdm gaskets,T mullion ,Fly Mullion ,bottom adopter ,mid transom ,glazing clip for 12 mm glass felt along with all accessories etc complete. the gap between the wall and window will be filled with silicon weather sealant in the outer side. Casement Door Outer frame - 40mm x 45.3mm Series x 1.4mm thickness, Fly mullion - 44 x 60 mm x 1.4mm thickness, T Mullion 40 x 78.4mm x 1.4mm thickness, Transom - 40.28 x 125.8 x 1.75 mm thickness, Bottom adopter - 34.6 x 26 x 1.5mm thickness, including cost of all materials, all labour, sundries, T&P etc. complete in all respect as per direction of Engineer-in-Charge.
Priming one coat with Red Oxide primmer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect as per specification & direction of Engineer-in-charge.
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete as per specification & direction of Engineer-in-charge.
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 as per specification & direction of Engineer-in-charge.
Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Supplying and fixing of 60mm thick cement concrete interlocking paver block of M-30 grade of approved make, design, color and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect confirming to IRC SP-63:2018 as directed by the Engineer-in-Charge.
Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm 150mm of M-30 grade of approved make, design, color and size made by block making machine with proper compaction fixed in required pattern etc. complete in all aspect confirming to IS 5758:1984 as directed by the Engineer-in-Charge.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C projections. DAR-2023-V-1-Item No. 5.30 Page No. 287
Providing and fixing GI chicken wire mesh 24 gauge and 12 mm mesh and 300 mm wideth for construction joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and pegs/nails with nailing machine as required before pastering etc. complete .
GRAND TOTAL
Providing and fixing Clorinated Polyvinyl Chloride [CPVC] pipes SDR-11 conforming to IS:15778, having thermal stablity for hot & cold water supply , including all CPVC plain & brass threaded fittingincluding fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes and fittings with one stp CPVC solvent cement and testing of joints complete as per specification and direction of Enfineer-in-charge.
20 mm PVC sch-80 pipes
25 mm PVC sch-80 pipes
32 mm PVC sch-80 pipes
50 mm PVC sch-80 pipes
Supplying all materials,labour and T&P for cutting holes through existing brick work including making good to the same in cement mortar(1:4) for taking G.I. pipes and fittings /P.V.C. pipes and fittings all complete as per specification.
250mm Thick
Supplying all materials,labour and T&P for cutting holes in R.C.C. floors and roofs up to 19 cm. thick including for passing GI / PVC pipes and fittings etc. and repairing the holes after insertion of pipes etc. with cement concrete 1:2:4 including finishing complete to make it leak proof leak to the damages all complete as per specification and direction of the Engineer-in-charge.
Supplying all materials,labour and T&P for cutting groves in pucca floor and walls for taking G.I. pipes and fittings /P.V.C. pipes and fittings and making good to the damages all complete as per specification.
Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer-in-charge.
Supplying fitting fixing of C.P health facuet high pressure lettered Hot and cold with long screws shanks and back nuts of the following nominal bore as per specification.
15mm dia CP Health Faucet of 1mtr long PVC tube
Providing and fixing of Rational moulded polyethylene cylendrical vertical water storate tanks confirming to IS:12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and proviidng extra sockets and jam nuts , fixing ball volve ete. including hoisting up to a hite of 5.00metes above ground level and placing the tank to the required position etc. all complete as per specification and direction of the engineer-in-charge.
1000 litre capacity water storage tanks
Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge.
110mm diameter PVC SWR pipes
75mm diameter PVC SWR pipes
110mm PVC door Tee
75mm PVC door Tee
110mm PVC offset
110mm PVC door bend
75mm PVC door bend
110mm PVC plain shoe bend
75mm PVC plain shoe bend
110mm PVC vent cowl
75mm PVC vent cowl
110mm S-trap
110mm P-trap
110mm SWR Pipe Clip
75mm SWR Pipe Clip
Supplying all materials,labour and T&P for fixing of PVC 10 ltr capacity low level flushing cistern with manually controlled device[handle cover] confirming to IS 7231 with fittings and fixtures etc. all complete as per specification.
10 Liters capacity PVC cistern
Supplying all materials,labour and T&P for fixing water closet ,squatting pan(Indian type.W.C.pan or Orissa pan) confirming to IS 2556 : Part-3-2004 duly embedded in cement concrete (1:4:8) using 40mm.nominal size h.b.g. chips [including foot rest for I.W.C. and trap] all complete as per specificationand directon of theEngineer - in - charge.
Orissa Pan
Supplying all materials,labour and Supplying all materials,labour and T&P for fixing in cement mortar (1:3) a pair of white vitereous china (250x130x30mm.) foot rest for squatting water closet. etc. all complete as per specificationand direction of the Engineer-in-charge.
Foot Rest -
Supplying all materials,labour and T&P for Supplying all materials,labour and T&P for fixing wash down water closet (European type W.C.) with integral "S" or "P" trap tothe floor with wooden plug and chromium plated screw including jointing the trap with soil pipe in cement mortar (1:1) etc. all complete as per specification.
EWC with 'p' / S trap stanard size-
Supplying all materials,labour and T&P for fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers all complete as per specification.
Supplying all materials,labour and T&P for fixing wash hand basin with hole for pillar taps confirming to IS 2556:part4-2004 with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification.
Supplying all materials,labour and T&P for fixing of 600x450 bevelled edge mirror of superior glass mounted on 6mm thick ac sheet or ply wood sheet and fixed to wooden plugs with chromium plated brass screws and washers etc. All complete as per specification .
600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion)
Supplying all materials,labour and T&P for fixing standard size glass self with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws and washers etc. all complete as per specification.
Supplying all materials,labour and T&P for fixing standard size C. P. towel rail fixed with chromium plated brass brackets fixed to wooden plugs with cromium plated brass screws complete as per specification.
CP towel rail-
Supplying all materials,labour and T&P for fixing of cromium plated brass soap dish complete with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws as per specification.
CP soap dish-
Supplying all materials,labour and T&P for fixing standard size C. P. towel ring fixed fixed to wooden plugs with cromium plated brass screws complete as per specification.
Supplying all materials,labour and T&P for fixing of liquid soap container - glass container or plastic container with chromium plated brass lid and brackets fixed to wooden plugs with chromium plated brass screws as per specification.
Supplying all materials,labour and T&P for fixing stainless steel AISI 304 [18/8] Kitchen sink as per IS 13983 with cast iron bracet and stainless steel plug including painting of fittings and brackets ,cutting and making good to the walls etc. all as per specification including cost of sink with all accessories.
Supplying fitting fixing of cromium plated CP over head shower rose with arm including polishing and complete as per specification and direction of the Engineer in charge. (Make-Somany/Cera/Hindware)
Supplying all labour and T&P for fixing CP Concealed stop cocks polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete. (Make-Hindware/Cera/Somany)
Supplying all materials,labour and T&P for fixing Porcelain Flat Back Stall Type Urinal respectively with waste pipe by means of white lead mixed with chopped hemp etc. all complete as per specification. (Make-Somany/Cera/Hindware)
Supplying all materials,labour and T&P for fixing Drinking Water Purifier etc. all complete as per specification.
Fixing standard size Chromium Plated brass or glazed porcelain Toilet paper holder fixed to woden plugs with Chromium Plated brass screws complete as per specification and direction of the Engineer in charge.
Supply and fixing of Geyser 2000 Watt (10 Lit.) of approved brand complete as per specification and direction of the Engineer in charge. (Make-Bjajaj/Crompton/V Guard or Equivalent Brand)
Supplying fitting fixing of cromium plated CP Wall Mixture 2 in 1 with out Telephonic Shower with arm including polishing and complete as per specification. (Make-Hindware/Cera/Somany)
Total Rs.
Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge.
250mmx250mm with RCC cover
Constructing inspection chamber with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification.
Inspection Chamber inside size 750mm x 750mm and 450mm
Supplying all materials,labour and T&P for laying in trenches unplasticized PVC pipes and specials of the following outside dia. for all classes including jointing with approved solvent cement by non-heat application method including testing as per specification and direction of Engineer-in-charge etc. all complete. [including earth work and cost of pipes.
Constructing manholes with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification.
Construction of 50 Users Septic Tank
Constructing RCC soak way pit with R.C.C top slab in (1:2:4) mix, inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, complete as per specification.
Sub Total Rs.
Borewell
Supplying all materials,labour T&P and providing fitting submersible pump with squarrel cage inspection type submerssible type submersible electric motor to run on 3 phase/1 phase line voltage rangingfrom 320 volt to 450 volt conforming to IS :8034/89
Sub Total Rs.
Total Rs.
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT MELCHAMUNDA, PADAMPUR BLOCK, BARGARH, ODISHA
FIRE EXTINGUISHER
Portable Fire Extinguisher System Supplying, installation, testing and commissioning of CO2 type Fire Extinguisher 4.5 kg capacity confirming to IS: 2878 made from ISI marked seamless cylinder confirming to IS: 7285, fitted with ISI marked controlled valve confirming to IS: 3224, high pressure 1mtr discharge hose & horn complete with initial gas charged with carrying handle & wall mounting bracket as per direction of Engineer-in-charge.
Supplying, installation, testing and commissioning of ABC type fire extinguishers of 6 kg capacity including cost of all material & labour etc complete.
Supplying, installation, testing and commissioning of Mechanical Foam type 9 litre capacity Fire Extinguisher, ISI marked, IS: 10204, containing 540 ml AFFF liquid ISI marked, IS: 4989 Part II and a polyurethane coated CO2 Gas Cartridge, ISI marked, IS: 4947 complete with gunmetal union cap, nylon hose with plastic foam making branch and wall mounting bracket as per direction of Engineer-in-charge.
Providing and installing in position the following type of sign boards made out of 3mm thick "Opaque" PVC foam board with computer cut, PVC non-reflective self adhesive vinyle painted foam board, complete with mirror fasteners.
Fire Extinguishers Signage.
Supplying and installing at approved location approved make fire buckets (4 nos./set) of 24 gauge galvanized steel sheet, standard 9 litre capacity and of round bottom shape, painted white inside and black on the bottom, inscribed with letters '' FIRE'' in black and gold with dry clean fire sand. The scope shall also include the stand for mounting the sand bucket.
TOTAL
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT KEMELI, GAISILET BLOCK, BARGARH, ODISHA
PROPOSED BUILDING - GROUND FLOOR
C/C LENGTH
X-AXIS WALL
Y-AXIS WALL
COLUMN
ROOM SIZE
W/C ROOM
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
LANDING
ENTRY STEP-1
ENTRY STEP-2
PORTICO
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge.
Building Area
Total Qty.
Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.
Upto 1.50Mt. Depth
Footing
Wall Foundation, Step & Ramp
For Wall Foundation
ENTRY STEP-1
ENTRY STEP-2
LANDING
TOTAL=
Deduction
TOTAL=
Total Qty.
Extra for every additional lift of 1.5 m or part there of in excavation / banking excavated or stacked materials as per the direction of the Engineer-in-charge. (Above 1.5m depth)
Above 1.50Mt. Depth
Footing
Total Qty.
Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge.
Excavated Earth Qty.
TOTAL=
Deduction
Ded. PCC Below Foundation
Ded. Wall Foundation
Ded. Footing RCC
Ded. Column RCC upto G.L
TOTAL=
Total Qty.
Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge.
Below Flooring
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
ENTRY STEP-1
ENTRY STEP-2
PORTICO
Inside Ramp
Below Intermediate Wall
Below Footing
For Wall Foundation
TOTAL=
Deduction
TOTAL=
Total Qty.
Cement Concrete of proportion (1:4:8) in foundation and floors using 4cm size hard granite C.B. metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Below Flooring
For Wall Foundation
LANDING
PCC Below Plinth Beam
ENTRY STEP-2
TOTAL=
Deduction
TOTAL=
Total Qty.
Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Inside Building Area
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
LANDING
ENTRY STEP-1
ENTRY STEP-2
PORTICO
For Wall Foundation
LANDING
PCC Below Plinth Beam
ENTRY STEP-1
ENTRY STEP-2
TOTAL=
Deduction
TOTAL=
Total Qty.
Providing and applying of pre-construction Anti-Termite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge.
Inside Building Area
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
LANDING
ENTRY STEP-1
ENTRY STEP-2
PORTICO
Total Qty.
Providing 2.5cm thick Damp Proof Course with cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of wall including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
250mm Brickwall
125mm Brickwall
TOTAL=
Deduction
TOTAL=
Total Qty.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
BRICK WORK UPTO GL
FIRST FOOTING
SECOND FOOTING
THIRD FOOTING UP TO GL
LANDING
TOTAL=
Deduction
TOTAL=
BRICK WORK UP TO PLINTH
For Wall Foundation
LANDING
TOTAL=
Deduction
TOTAL=
ENTRY STEP-1
1ST STEP
2nd STEP
3rd STEP
ENTRY STEP-2
1ST STEP
2nd STEP
3rd STEP
TOTAL=
Total Qty.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Brickwork 250 mm
Brickwork 125 mm
Chajja Sides
For Elevation Work
TOTAL=
Deduction
TOTAL=
Total Qty.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:4) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Brickwork 125 mm
Chajja Sides
Total Qty.
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
Ground Floor
Pedestal
Total=
Upto G.L
TOTAL=
Upto P.L
TOTAL=
Up to Roof
TOTAL=
Total=
TOTAL=
Deduction
TOTAL=
Total=
Brickwork 125 mm
Portico
TOTAL=
Deduction
TOTAL=
Total=
FRONT PORTICO
Counter
Total=
LANDING BEAM
TOTAL=
Deduction
TOTAL=
Total=
Roof Area
TOTAL=
Deduction
Roof Beam
Staircase
TOTAL=
Total=
WAIST SLAB
LANDING
STEPS
Total=
Portico
Total=
Total Qty.
Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
Ground Floor
Total Qty.
Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Internal Plaster
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
LANDING
ENTRY STEP-1
ENTRY STEP-2
PORTICO
PORTICO INSIDE
Door Sill
TOTAL=
Deduction
TOTAL=
Total Qty.
Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
External Plaster
For Elevation Work
Chajja Sides
TOTAL=
Deduction
FRONT PORTICO
TOTAL=
Total Qty.
Providing 6mm thick C.P.(1:4) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Ceiling Plaster
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
LANDING
ENTRY STEP-1
ENTRY STEP-2
PORTICO
FRONT PORTICO
Counter
Roof Beam
Portico
Column
Total Qty.
Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Upto Plinth
Total Qty.
Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
PATH LAB
O-PASSAGE
COLLECTION
STAIRCASE
TOILET
DAY CARE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
W/C ROOM
MEDICAL OFFICER 2
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
LANDING
ENTRY STEP-1
ENTRY STEP-2
PORTICO
Total Qty.
Supplying, fitting and fixing Vitrified tiles (600x600) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
O-PASSAGE
COLLECTION
STAIRCASE
O-PASSAGE
ILR POINT
HEALTH & WELLNESS
MED STORE
GEN STORE
DDC ROOM
MEDICAL OFFICER 1
CORRIDER
DRESSING INJECTION
HOUSE KEEPING
CORRIDOR
ENTRANCE LOBBY
TOTAL=
Deduction
TOTAL=
Total Qty.
Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
STAIRCASE
TREAD
LANDING
LANDING
ENTRY STEP-1
ENTRY STEP-2
Window Bedding
Counter
Total Qty.
Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
RISER
ENTRY STEP-1
ENTRY STEP-2
LANDING
Counter
Total Qty.
Supplying, fitting and fixing Ceramic tiles (300x300) in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
TOILET
W/C ROOM
Total Qty.
Supplying, fitting and fixing Ceramic tiles (300x450) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
W/C ROOM
W/C ROOM
DRINKING WATER
CORRIDOR
TOILET
W/C ROOM
TOTAL=
Deduction
TOTAL=
Total Qty.
Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 25 mm thick cement mortar (1:1) and filling joints with white cement of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
PORTICO
Total Qty.
Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Same as 12mm CP and 6mm CP (Deduct Wall Tile)
Total Qty.
Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Same as 16 mm CP
Total Qty.
Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Total Qty.
Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Outside
Total Qty.
Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Total Qty.
Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Outside
Total Qty.
Supplying and fixing of Powder coated 50-60 microns approved colour of Aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass of make-Saint gobain/AIS/Gardian/modi. the rate quoted inclusive of hardwares like antilift,roller, Espag lock cum handle,epdm gaskets,T mullion ,Fly Mullion ,bottom adopter ,mid transom ,glazing clip for 12 mm glass felt along with all accessories etc complete. the gap between the wall and window will be filled with silicon weather sealant in the outer side. Casement Door Outer frame - 40mm x 45.3mm Series x 1.4mm thickness, Fly mullion - 44 x 60 mm x 1.4mm thickness, T Mullion 40 x 78.4mm x 1.4mm thickness, Transom - 40.28 x 125.8 x 1.75 mm thickness, Bottom adopter - 34.6 x 26 x 1.5mm thickness, including cost of all materials, all labour, sundries, T&P etc. complete in all respect as per direction of Engineer-in-Charge.
Total Qty.
Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Total Qty.
Supplying and fitting-fixing of factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
Total Qty.
Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Total Qty.
Supplying and fitting-fixing of factory made single leaf rigid FRP (alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 3.00 mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter.
Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
Grill Work
@18Kg/Sqm
Total Qty.
Priming one coat with Red Oxide primmer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
PAINTING OF GRILL
Total Qty.
Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
PAINTING OF GRILL
Total Qty.
Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect as per specification & direction of Engineer-in-charge.
STAIRCASE
Taking 10.46 Kg/Rmt.
Total Qty.
Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
TERRACE
Total Qty.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Based on DAR-V1-2023-Item No. 4.17 Page-195
PLINTH PROTECTION
Total Qty.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C projections. DAR-2023-V-1-Item No. 5.30 Page No. 287
FRONT
Total Qty.
Providing and fixing GI chicken wire mesh 24 gauge and 12 mm mesh and 300 mm wideth for construction joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and pegs/nails with nailing machine as required before pastering etc. complete .
LANDING BEAM
Total Qty.
Construction of embackment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
SITE DEVELOPMENT
Total Qty.
TOTAL=
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT KEMELI, GAISILET BLOCK, BARGARH, ODISHA
PROPOSED - HEAD ROOM
C/C LENGTH
X-AXIS WALL
Y-AXIS WALL
COLUMN
ROOM SIZE
STAIRCASE ROOM
WATER TANK SUPPORT
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Brickwork 250 mm
Parapet Wall
TOTAL=
Deduction
TOTAL=
Total Qty.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:4) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Brickwork 125 mm
WATER TANK SUPPORT
Total Qty.
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
TOTAL=
Total=
Total=
Total=
TOTAL=
Dduction
TOTAL=
Total=
Head Room Roof
Water Tank Base
Total=
Total Qty.
Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
Terrace Floor
Total Qty.
Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Internal Plaster
Inner wall X Axis
Inner wall Y Axis
TOTAL=
Deduction
TOTAL=
Total Qty.
Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
External Plaster
Parapet Wall
For Elevation Work
Chajja Sides
WATER TANK SUPPORT
TOTAL=
Deduction
TOTAL=
Total Qty.
Providing 6mm thick C.P.(1:4) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
Ceiling Plaster
STAIRCASE ROOM
Chajja
Total Qty.
Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Same as 12mm CP
Same as 6mm CP
Total Qty.
Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Same as 16mm CP
Total Qty.
Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Inside
Total Qty.
Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Outside
Total Qty.
Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Same as 12mm CP and 6mm
Total Qty.
Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Same as 16mm CP
Total Qty.
Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.
Total Qty.
Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
@30Kg/Sqm
@18Kg/Sqm
Total Qty.
Priming one coat with Red Oxide primmer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
PAINTING OF GRILL
Total Qty.
Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
PAINTING OF GRILL
Total Qty.
Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Head Room
Total Qty.
Terrace
Total Qty.
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 as per specification & direction of Engineer-in-charge.
Terrace
Total Qty.
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete as per specification & direction of Engineer-in-charge.
Terrace
Total Qty.
Providing and fixing GI chicken wire mesh 24 gauge and 12 mm mesh and 300 mm wideth for construction joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and pegs/nails with nailing machine as required before pastering etc. complete .
Total Qty.
TOTAL=
DISMANTALING WORK
DOOR AND WINDOWS
COLUMN
ROOM SIZE
Building
BMW AREA
CC BASE
Dismantling brick or stone masonry in cement mortar 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead.
250 mm Wall
250 mm Wall
375 mm Wall
375 mm Wall
TOTAL=
Total Qty.
Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead.
Footing
TOTAL=
TOTAL=
Total=
TOTAL=
Total=
Total Qty.
Dismentaling and removing old tiles flooring including removing the base coarse and stacking the useful materials for reuse and removing the debris within 50m lead.
CC BASE
Total=
Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead.
Total=
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. (DAR-2023-Page No. 85-Item No. 1.1.18)
Brick & Stone
Door & Window
CC BASE
TOTAL=
NAME OF PROJECT: CONSTRUCTION OF PHC BUILDING AT KEMELI, GAISILET BLOCK, BARGARH, ODISHA
PROPOSED PAVER PATHWAY
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge.
Paver Area
Total Qty.
Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.
Paver Area
Total Qty.
Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge.
Paver Area
Total Qty.
Cement Concrete of proportion (1:4:8) in foundation and floors using 4cm size hard granite C.B. metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Paver Area
Total Qty.
Supplying and fixing of 60mm thick cement concrete interlocking paver block of M-30 grade of approved make, design, color and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect confirming to IRC SP-63:2018 as directed by the Engineer-in-Charge.
Paver Area
Total Qty.
Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm 150mm of M-30 grade of approved make, design, color and size made by block making machine with proper compaction fixed in required pattern etc. complete in all aspect confirming to IS 5758:1984 as directed by the Engineer-in-Charge.
Kerb Stone
Total Qty.
TOTAL=
DETAIL ESTIMATE OF INTERNAL & EXTERNAL ELECTRIFICATION
INTERNAL
Recessed wirring to light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLSH/LSZH PVC insulated copper conductor of ISI marked Make-Finolex/Anchor/Polycab/HAVELLS/RR KABLE/KEI or equievalant reputed make A catagory ISI marked as approved with 20 mm dia PVC flexible non metallic conduit FRLS type ISI marked Make-AKG/Anchor/Havells or equievalant reputed make A catagory ISI marked as approved 6A modular type (anti bactorial & flame retradant type) switch ISI marked Make-Schneider(Zencelo)/legrand( Arteor) /Panasonic (vision) or equievalant reputed make & model A catagory ISI marked as approved, and ceiling rose ISI marked Make- Anchor/Havells of modular type G.I box with metallic cover plate (both side) (anti bactorial & flame retradant type) Make-Schneider(Zencelo)/legrand( Arteor) /Panasonic (vision)or equievalant reputed make & model A catagory ISI marked as approved of suitable size, modular box with 1.5 sq. Mm FRLSH PVC insulated single core multistandard copper conductor as earth wire including all accessories and connection as per direction of Engineer -in -Charge. CATAGORY AS FALLOWS ,complete suitable for IPH standard hospital. All the switches & sockets should be warrantied for a replacement period of 2 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials.
Receass wiring for circuit/submain wiring with the following mentioned size PVC FRLSH/LSZH insulated, copper conductor, single core cable A catagory ISI marked as approved, in recessed PVC conduit Heavy duty FRLS of mentioned size (AKG/Anchor/Kinjal or equievalant ISI marked as approved) as required as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials
Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 pole and earth metal enclosed plug top along with 32 amps. C-series, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge.. . Make-Legrand/Schneider/Siemens/panasonic or equievalant reputed make & model A catagory ISI marked as approved,All the Components should be warrantied for a replacement period of 5 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
Supplying and fixing 32 amps, 415 volts, TPN, industrial type socket outlet, with 4 pole and earth metal enclosed plug top along with 32 amps. C-series, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge.
Supplying and fixing following size/ modules, GI box along with modular base & metallic cover plate (both side)(anti bactorial type) plate for modular switches in recess etc as required as per direction of Engg.-in-Charge. MAKE-Legrand/Siemens/Anchor/Panasonic/ Schneider or equievalant reputed make & model A catagory ISI marked as approved .All the Components should be warrantied for a replacement period of 5 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
Supplying and fixing of following sizes of medium class PVC FRLS conduit ISI marked along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required as per direction of Engg.-in-Charge .
Supply and fixing modular type indicator on the existing switch box/cover . Equievalant higher model of Schneider/Hager/Siemens/Anchor/Panasonic make or equievalant reputed make & model A catagory ISI marked as approved as required as per direction of Engg.-in-Charge.All the Components should be warrantied for a replacement period of 5 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
Supplying and installation of AC starter Modular type, Equievalant higher model of Schneider/Hager/Siemens/Anchor/Panasonic make or equievalant reputed make & model A catagory ISI marked as approved coil voltage-415 Volt A.C. & O/L range of 9-14A range on mod Box of suitable size including modular coveras required as per direction of Engg.-in-Charge .All the Components should be warrantied for a replacement period of 5 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
Supply and fixing CALL bell (Ding dong type) /Buzzer on the existing switch box/cover. Equievalant higher model of Schneider/Hager/Siemens/Anchor/Panasonic make or equievalant reputed make & model A catagory ISI marked as approved .as required as per direction of Engg.-in-Charge.All the Components should be warrantied for a replacement period of 5 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
Supplying, installation, of exhaust fan of heavy duty 300 mm sweep of exhaust fan in the existing wall, including fixing & conntection as required as per direction of Engg.-in-Charge.
Supplying, installation, testing and commssioning of 1200 mm sweep white/milky colour ceiling fan Make-Equievalant higher model with 5 star rated ncluding wiring the down rod of standard length (upto 30 cm) with 1.5 sq mm PVC insulated, copper conductor, single core cable etc. as required as per direction of Engg.-in-Charge.
Supplying and fixing of Energy efficient surface mounted LED luminaire square/round shape 25W as required as per direction of Engg.-in-Charge
Supplying and fixing of Energy efficient surface mounted LED luminaire square/round shape 18W as required as per direction of Engg.-in-Charge
Supplying and fixing of Energy efficient surface mounted LED luminaire square/round shape 12W as required as per direction of Engg.-in-Charge
Supplying and fixing of Energy efficient surface mounted LED luminaire square/round shape 9W as required as per direction of Engg.-in-Charge
Supplying and fixing of Energy efficient LED bettern luminaire 20W as required as per direction of Engg.-in-Charge
SITC of Sleek LED 10 watt mirror light fitting with extruded polycarbonate housing,High optically efficient diffuser,above wash basin complete with all accessoriesetc. directly on wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required as per direction of Engg.-in-Charge.
Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as requiredas required as per direction of Engg.-in-Charge . (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)of ISI mark as approved.
Supplying and fixing of Energy efficient 2 Way Up & Down LED luminaire square/round shape 12W as required as per direction of Engg.-in-Charge
Supplying and fixing of Energy efficient LED Bollard light (16W) as required as per direction of Engg.-in-Charge
Supplying and fixing of following mentioned way, three pole/single pole and neutral, sheet steel,double door MCB distribution board, 415 volts/240 volts shall be as per IEC 61439-3,integrated door earthing system offering additional safety to the user,High quality polyurethane Gasket,the box and cover shall be fabricated to withstand IK09,the DB should be properly pre-treated with 7 tank process and duly powder coated, phosphatized with powder coated finish, on surface/recess, complete with terminal blocks,with suitable size FR PVC insulated copper conducter up to terminal blocks, tinned copper busbar, neutral busbar, earth bar, din bar. Make-LEGRAND-Ekinox3 DB/ Siemens-Betaguard/ Schneider- Acti 9/Panasonic(Equivalant model) /ABB(Equivalant model) or equievalant reputed make & model A catagory ISI marked as approved. as per direction of Engg.-in-Charge. The Distribution boards should be Replacement Warranty will be 5 years
Supplying and fixing 20 amps rating, 240 volts, C series, Double poles MCB of Make-LEGRAND-Ekinox3 DB/ Siemens-Betaguard/ Schneider- Acti 9/L&T (Equievalant model)/Panasonic(Equivalant model) /ABB(Equivalant model) or equievalant reputed make & model A catagory ISI marked as approved in the existing MCB DB complete with connections as per direction of Engg.-in-Charge. The MCB should be Replacement Warranty will be 5 years .MCB should have the fault indication system in different colour for ON, OFF & TRIP condition or Mid trip position for Trip conditions for easier identification of fault.Warranty on MCB is 5 years.
Supplying and fixing 6 amps to 32 amps rating, 240 volts, C series, single poles MCB of Make-LEGRAND-Ekinox3 DB/ Siemens-Betaguard/ Schneider- Acti 9/L&T (Equievalant model)/Panasonic(Equivalant model) /ABB(Equivalant model) or equievalant reputed make & model A catagory ISI marked as approved. the existing MCB DB complete with connections as per direction of Engg.-in-Charge. The MCB should be Replacement Warranty will be 5 years.MCB should have the fault indication system in different colour for ON, OFF & TRIP condition or Mid trip position for Trip conditions for easier identification of fault.Warranty on MCB is 5 years.
Supplying and fixing 40 Amps rating, TPN, 415 volts, RCCB,300mA .Make-Equievalant higher model of Legrand/Snheider/Siemens / L&T/Panasonic /ABB or equievalant reputed make & model A catagory ISI marked as approved in the existing MCB DB complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge. .(4W TPN BDB IC)AC ODU CONTROLLER). The RCCB should be Replacement Warranty will be 5 years
Supplying and fixing 25Amps DP 240 volts, RCCB,300mA Make-Equievalant higher model of Legrand/Snheider/Siemens / L&T/Panasonic /ABBor equievalant reputed make & model A catagory ISI marked as approved in the existing MCB DB in the existing MCB DB complete with connections as per direction of Engg.-in-Charge. The RCCB should be Replacement Warranty will be 5 years
Supplying and fixing 40Amps DP 240 volts, RCCB,300mA Make-Equievalant higher model of Legrand/Snheider/Siemens / L&T/Panasonic /ABB or equievalant reputed make & model A catagory ISI marked as approved in the existing MCB DB in the existing MCB DB complete with connections as per direction of Engg.-in-Charge. The RCCB should be Replacement Warranty will be 5 years
Supplying and fixing 63Amps DP 240 volts, RCCB,300mA Make-Equievalant higher model of Legrand/Snheider/Siemens / L&T/Panasonic /ABB or equievalant reputed make & model A catagory ISI marked as approved in the existing MCB DB in the existing MCB DB complete with connections as per direction of Engg.-in-Charge.The RCCB should be Replacement Warranty will be 5 years
Supplying and fixing 63Amps TPN 415 volts, RCCB,300mA Make-Equievalant higher model of Legrand/Snheider/Siemens / L&T/Panasonic /ABB or equievalant reputed make & model A catagory ISI marked as approved in the existing MCB DB in the existing MCB DB complete with connections as per direction of Engg.-in-Charge.(for power BDB & AC ODU, 8 way TPN BDB IC).The RCCB should be Replacement Warranty will be 5 years
S/IT/C Of Earthing with copper earth plate 600 mm x 600mm x 6 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc (WITH charcoal and salt) as required as per direction of Engg.-in-Charge. The entire earthing system should be Replacement Warranty will be 5 years
Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing as required.as per direction of Engg.-in-Charge.
Providing and fixing 25mm x 5 mm copper strip on surface or in recess for connections etc. as required as per direction of Engg.-in-Charge.
Supplying and making brick massonary pedastal with extra super structure including cement plastering etc as required as per direction of Engg.-in-Charge.
Supplying of one number PVC insulated armoured and PVC sheathed XLPE property AL. conductor power cable of 1.1 KV grade POLYCAB/HAVELLS/Finolex or equievalant reputed make ISI marked as approved of following size cables as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials
LAYING OF CABLE
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size exceeding 25 SQ. MM but not exceeding 120 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM direct in ground in the EXISTING PIPE etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size exceeding 25 SQ. MM but not exceeding 400 SQ. MM direct in ground in the EXISTING PIPE etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM in open duct etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size exceeding 25 SQ. MM in open duct 400 SQ. MM direct in ground in the EXISTING PIPE etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM in surface with shaddle and screw etc as required as per direction of Engg.-in -charge.
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 400 SQ. MM From 120 SQ. MM in surface with shaddle and screw etc as required as per direction of Engg.-in -charge.
Supplying and making end termination with brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge.
Providing,fixing and laying of following dia G.I. pipe (medium class) in ground complete with G.I fitting incl. trenching(75 mm depth)and refilling as per direction of Engg.-in-Charge.
Providing,fixing and laying of fallowing dia HDPE pipe (medium class) in ground complete with fitting incl. trenching(75 mm depth)and refilling as per direction of Engg.-in-Charge.
TOTAL
S/I/T&Commissioning of LT indoor floor mounted cubical type electrical main panel (for both light and power circuit) made out by 2mm CRCA steel sheet duly derusted & painted by siemens gray powder cote paint is designed as G.A drawing as per direction of Engg.-in-Charge.Warrentee period of replacement of panel & accessories must be 5 years & compelete test certificate must be submitted along with panel board including component list.
In commer-1-01 number of 160A 4P Icu=100%Ics,0, LSIG MCCB with micro processor based release Electrical locking for normal & DG (200 KVA TRANSFORMER)
Busbar-1&2 04 numbers of 300Amps Aluminium busbar with 1A/SQ.MM current carring capacity. busbar duly sleeved by color coated PVC sleeve & supported by suitable size DMC insulator. (for outgoing)
Out going- 06 numbers of 63A 4P MCB
Out going- 1 numbers of 125A 4P Icu=50%Ics, LSIG MCCB withTMR based release with adjustable overload
Out going- 06 numbers of 32A 4P MCB
Instrument- (i) 03 numbers phase indicating lamp with toggle switch & HRC fuse.
(ii) 02 set of digital type multifunction meter with CT for voltage,current,frequency,PF,THD indication with RS 485 COMPACTIVITY FOR bms data.
(iii) 4 nos of 65kA SP VSD WITH 32A SP MCB
TOTAL INTERNAL ELECTRICAL AMOUNT
INTERNAL ELECTRICAL WORK
INTERNAL WIRING
Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6 Amp, 250 V clip in type switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge.With 10Years Warenty
Group C
Recessed wiring to secondary light point looped from primary light point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including 3 plate ISI marked Ceiling rose with all accessories & connection as per direction of Engineer-in-charge.Average Length: 3 mtr
Recessed wiring to ceiling fan point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 6Amp 250V Modular Switch,Stepped type Moudular Regulator, Base & Cover with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including all accessories & connection as per direction of Engineer in charge.Group "C"
Recessed wiring to Twin control light point with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6Amp, 250 V clip in type 2way switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer-in-charge.Group "C"
Recessed wiring for 5 / 6 amp socket outlet with 6Amp, 250 V clip in type modular switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection on same switch board as per direction of Engineer-in-charge.
Recessed wiring for 5 / 6 amp socket outlet with 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection on separate board as per direction of Engineer-in-charge.Group "C"
Recessed wiring for 2 x 6 amp socket outlet controlled by 2 nos 6Amp, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection on separate board as per direction of Engineer-in-charge.
Recessed wiring for 6 pin 16 amp socket outlet with 16Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection as per direction of Engineer-in-charge.
Recessed wiring for A.C/ Power socket outlet with industrial type socket outlet, plug top and metal chained cover in sheet steel enclosure ,20A/32A SP MCB including all accesories and connection as per direction of Engineer-in-charge.
Recessed wiring to exhaust fan/Wall Fan point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 6Amp 250V Modular Switch, Base & Cover with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including all accessories & connection as per direction of Engineer in charge.Group "C"
Call bell point
Recessed wiring for 3 x 6 amp socket outlet controlled by 2 nos 6Amp, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection on separate board as per direction of Engineer-in-charge.
SUB TOTAL
SUBMAIN
Recessed wiring to submain in 4 x 10 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.
Recessed wiring to submain in 4 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.
Recessed wiring to submain in 2 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 25 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.
Recessed wiring to submain in 2 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.
Recessed wiring to submain in 2 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.
Recessed wiring to submain in 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.(For Switch Board Looping)
SUB TOTAL
Supply and fixing of following way three pole and neutral, sheet steel, MCB distribution, 415 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required wih necessary MCB , RCCB / ISOLATORS as required.Note for MCB- There should be colour indication for tripping On ,Off & Trip/There should be mid trip position for toggles for electrical fault conditions.(With 5Years Warenty)
SUB TOTAL
CABLE
Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 3.5core 50 sq.mm direct in ground including excavation , sand cushining protective covering and refilling the trench etc. as required.
Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 3.5core 35 sq.mm direct in ground including excavation , sand cushining protective covering and refilling the trench etc. as required.
Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 4 core 16 sq.mm Aluminium on surface as required.
SUB TOTAL
END TERMINATION
Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required.
3.5C x 50 sq.mm
3.5C x 35 sq.mm
4C x 16 sq.mm
SUB TOTAL
PANEL
Supply, installation,testing & commissioning of floor mounting front operated front access extensible type cubicle panel totally enclosed, dust and vermin proof with IP-42 /55 protection with hinged and lockabale doors.CRCA sheets including interconnections,tinned copper crimping lugs, bonding to earth and painting suitable for use at 415 V, 3phase 4 wire 50 Hz system, and to withstand a fault level of 35 KA symmetrical for 1 sec at 415 V complete as per specifications, as required and as below : All switchboards shall have provision for entry of cables from the bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves.SMC/DMC shrouds and busbar supports shall be used with Indication lamp, C.T , Digital Voltmeter, Digital Ammeter and control fuse etc. complete.
MAIN PANEL with 125A 4P Change over Switch 1Nos, 125A 4P MCCB 25KA -1 No as incomer, 63A 4P MCB 10KA 4Nos,80A 4P Change over Switch 1Nos, 40A 4P MCB 10KA.-2Nos, 40A DP MCB 10KA-4Nos with E.C Busbars with 4nos 65KA VSD along with 4nos 32A SP MCB.
SUB TOTAL
EARTHING
Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc with charcoal and salt as required.
Supplying and laying 25 mm x 6 mm CU earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required.
Supplying and laying 25 mm x 6 mm CU earth strip ISI marked on surface or in recess for connection etc as required.
Providing and fixing 8 SWG CU wire on surface or in recess for loop earthing as required.
SUB TOTAL
LIGHTNING ARRESTOR
SUB TOTAL
FIXTURE
Supply, Installation, Testing and Commissioning of pre-wired fluorescent fiiting / compact fluorescent fitting /LED fitting of all sizes complete with all accessories and lamp etc. directly on ceiling /wall or recessed in false ceiling , including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earthing as required.With 5Years Warenty.
Ceiling mounted indoor type batten type LED Luminaire with LED Lamp.
Ceiling/ Wall mounted type BULK HEAD Luminaire.
Supply, Installation, testing and commissioning of 10W Mirror Light.
Supply, Installation, Testing and Commissioning of ceiling fan 1200mm sweep, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated single core multiatrand copper conductor etc. as required.
Supply, Installation, testing and commissioning of exhaust fan of 300 mm sweep 900 rpm in the existing opening, including making the hole to suit the size of the above fan, making good the damage complete, connection, etc as required.
Supply & fixing of 18W LED Down Light (S/R) with all accessories.
Supply & fixing of LED 36w 2'x2' Surface/Recessed Mounted Light etc as required .
Supply & fixing of 6W LED Down Light (S/R) with all accessories.
Supply, Installation, testing and commissioning of wall fan of 400 mm sweep as required.Model-400mm STRIKER HI SPEED.
Supply & fixing of 40W LED Strip light with all accessories.
SUB TOTAL
PERFORATED CABLE TRAY
Supply and installation of Pregalvanised Perforated type cable trays without cover. The rate shall include bends, Tees, all supporting brackets, anchor fasteners, screws, bolts, nuts etc., including painting of cable trays. Thickness of sheet steel shall be 2 mm. Support sizes similar to ladder type trays
Size of Cable Tray :150 mm x 50 mm
SUB TOTAL
TV /TEL & DATA
Supplying and fixing of clip in type modular Telephone socket ISI marked mounted on G.I modular box with face plate & cover of suitable size ,including all accesories and connection as per direction of Engineer in Charge.
Supplying and fixing of clip in type modular T.V. antenna socket ISI marked on mounted on G.I modular box with face plate & cover of suitable size , including all accesories and connection as per direction of Engineer in Charge.
Supplying and drawing 4 pair, 0.5 sq.mm FR PVC insulated coper conductor, unarmoured telephone cable in existing surface / recessed PVC conduit as required.
Recessed wiring to television point with cable RG-6 grade, 0.7 mm solid copper conductor PE insulated shielded with fine tined copper braid and protected with FR PVC sheath in in existing surface / recessed PVC conduit as required as per direction of Engineer in Charge.
Supplying and fixing of following sizes PVC conduit along with accessories in recessed wiring including cutting the wall and making good the same in case of recessed conduit as required.
Supplying and fixing of 16 / 18 SWG metal box of 200 mm x 150 mm x 60 mm deep on surface / recess with suitable size of phenolic laminated sheet cover in front including cutting the wall and making good the same in case of recessed conduit as required. (Tel junction Box)
Supplying & Commissioning of Telephone Hand Set.
Supplying & installation of 100 pair KRONE make moudles with locking & key arrangements fabricated with MS sheet & powder coated to be fixed on concealed manner incl. good the damages.
SITC of 4 pair Cat6 23 awg U/UTP LSZH Cable in the existing surface/ recessed steel/ PVC conduit as required: The 4 pair Unshielded Twisted Pair cable shall be UL Listed,exceeds the requirements of ANSI/TIA-568-C.2 and ISO/IEC 11801 Class E , 4 twisted pairs separated by internal PE Cross Separator. Full separator. Half shall not be accepted. Rip Cord is must,Insertion Loss of 32.8 db/100m at 250 MHz ,Cable should support operating temperature from -20° to +70°C Cable support Conductor Resistance ≤ 9.38 Ω/100m Max., Cable support Delay Skew: < 45 ns/100m, Operating Voltage: 72V , Impedance: 100 ± 15 Ω @100 MHz. and Propagation Delay @250 MHz : 536 ns/100m, ETL Verified 4 connector channel performance up to 700 MHz , RoHS Compliant.
SUB TOTAL
SAFETY EQUIPMENTS
Supply and installation of Rubber Mats 12mm thick of size 2000mm x 1000mm x 12 mm thick Electrical tested with test certificate.
Supply and fixing of fire buckets with angular fabricated stand to fix 4 buckets in each stand for Electrical fire protection as per standards of Electrical Inspectorate.
Supply and fixing of Co2 fire extinguisher with mounting clamps with pressure test certificate .
Supply and fixing of shock treatement charts duly laminated along with separate colour single line diagram laminated, to be fixed in Electrical control panel room.
Supply and fixing of first aid box with medicines complete with medicine with three years expiry date to be fixed in Electrical control panel room.
SUB TOTAL
TOTAL INTERNAL ELECTRICAL WORK=
ABSTRACT
Total Project Cost (A+B)
SEPTIC TANK (50 USER)
Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.
Total
Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge.
Total
Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge.
Total
Cement Concrete of proportion (1:4:8) in foundation and floors using 4cm size hard granite C.B. metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Total
Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
Total
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
Total
Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
Kg/Cum
Total
Total
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge.
Total
Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
Total
Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
Total
Unskilled
Semi skilled
Skilled
Highly skilled
Overhead charges
Contractor's profit
Contractor's profit & overhead charges
Labour CESS
PH ANALYSIS
Laying in trenches unplasticised PVC pipes conforming to IS:4985-2000 and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by non-heat application method including testing as per specification compete.[Earth work in trenches to be measured and paid for separately]
PH analysis 2013 UPVC PIPES & SPECIALS item no 2.3.1 / P - 36
Data for
A.cost of material
90mm dia rigid UPVC pipe class - 3 [0.60mpa]
B.Labourfor laying
Plumber Fitter
Male worker
C.Labour for Jointing & testing
Plumber Fitter
Helper to plumber or fitter
Male worker
D.cost of Jointing materials
Solvent cement=30gms
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
90mm dia rigid UPVC pipe class - 3 [0.60mpa]
B.Labourfor laying
Plumber Fitter
Male worker
C.Labour for Jointing & testing
Plumber Fitter
Helper to plumber or fitter
Male worker
D.cost of Jointing materials
Solvent cement=40gms
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
110mm dia rigid UPVC pipe class - 3 [0.60mpa]
B.Labourfor laying
Plumber Fitter
Male worker
C.Labour for Jointing & testing
Plumber Fitter
Helper to plumber or fitter
Male worker
D.cost of Jointing materials
Solvent cement=56gms
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
125mm dia rigid UPVC pipe class - 3 [0.60mpa]
B.Labourfor laying
Plumber Fitter
Male worker
C.Labour for Jointing & testing
Plumber Fitter
Helper to plumber or fitter
Male worker
D.cost of Jointing materials
Solvent cement=71gms
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
140mm dia rigid UPVC pipe class - 3 [0.60mpa]
B.Labourfor laying
Plumber Fitter
Male worker
C.Labour for Jointing & testing
Plumber Fitter
Helper to plumber or fitter
Male worker
D.cost of Jointing materials
Solvent cement=100gms
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
160mm dia rigid UPVC pipe class - 3 [0.60mpa]
B.Labourfor laying
Plumber Fitter
Male worker
C.Labour for Jointing & testing
Plumber Fitter
Helper to plumber or fitter
Male worker
D.cost of Jointing materials
Solvent cement=133gms
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
Providing and fixing to wall or ceiling and floor rigid UPVC pipes classIV [8kgf/cm²]class III [6 kgf/cm²] conforming to IS:4985/2000 and pipe fittings of the following nominal bore with clamps including making good the wall , ceiling and floor all complete as per specification.
PH analysis 2013 WATER SUPPLY item no 3.1.3 / P - 98
Data for
A.cost of material
16mm dia UPVC pipe class IV
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber Fitter
Male worker
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
20mm dia UPVC pipe class IV
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B. labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Material
25mm dia UPVC pipe class IV
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B. Labour for laying
Plumber Fitter
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
32mm dia UPVC pipe class IV
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber ,Fitter
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
40mm dia UPVC pipe class IV
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
50mm dia UPVC pipe class IV
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber (Fitter )
Male mulia
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
Providing and fixing to wall or ceiling and floor rigid PVC pipes conforming to ASTM-D-1785/89[Sch-80] and pipe fittings of the following nominal bore with clamps including making good the wall , ceiling and floor all complete as per specification.
PH analysis 2013 WATER SUPPLY item no 3.1.4 / P - 100
Data for
A.cost of material
15mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber Fitter
Male worker
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
20mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B. labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Material
25mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B. Labour for laying
Plumber Fitter
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
32mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber ,Fitter
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
SUPREME
Deduct 18% GST
A. Materials
40mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
50mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber (Fitter )
Male mulia
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
Providing and fixing Clorinated Polyvinyl Chloride [CPVC]pipes SDR-11 conforming to IS:15778, having thermal stablity for hot & cold water supply , including all CPVC plain & brass threaded fittingincluding fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes and fittings with one stp CPVC solvent cement and testing of joints complete as per specification and direction of Enfineer-in-charge.
PH analysis 2013 WATER SUPPLY item no 3.1.5 / P - 102
Data for
A.cost of material
15mm dia CPVC pipes
Pipe Fittings & wastage
Cement sand & grit etc.
B.Labour
Plumber Fitter
Helper to plumber
Male worker
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
20mm dia CPVC pipes
Pipe Fittings & wastage
Cement sand & grit etc.
B. labour
Plumber (Fitter )
Helper to plumber
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Material
25mm dia CPVC pipes
Pipe Fittings & wastage
Cement sand & grit etc.
B. Labour for laying
Plumber Fitter
Helper to plumber
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
32mm dia CPVC pipes
Pipe Fittings & wastage
Cement sand & grit etc.
B.Labour
Plumber ,Fitter
Helper to plumber
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
40mm dia CPVC pipes
Pipe Fittings & wastage
Cement sand & grit etc.
B.Labour
Plumber (Fitter )
Helper to plumber
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
50mm dia CPVC pipes
Pipe Fittings & wastage
Cement sand & grit etc.
B.Labour
Plumber (Fitter )
Helper to plumber
Male mulia
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
Providing and fixing of 3 layer PP-R [ Poly propylene Random copolyer] pipes confirming to IS;15801,SDR 7.4, UV stabilized & anti - microbial fusion welded , having thermal stability for hot and cold water supply , including PP-R plain & brass threaded propylene Random fittings , i/c fixing the pipe with clamps at 1.00m spacing including testing of joints complete as per specification and direction of the engineer-in-charge.
PH analysis 2013 WATER SUPPLY item no 3.1.7/ P - 106
A. Materials:
16mm. OD PP-R pipe
Fittings & wastages
cement sand &grit etc.
B.Labour
Plumber fitter [S]
Helper
Male mulia
Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials:
20mm. OD PP-R pipe
Fittings & wastages
cement sand &grit etc.
B.Labour
Plumber fitter [S]
Helper
Male mulia
Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials:
25mm. OD PP-R pipe
Fittings & wastages
cement sand &grit etc.
B.Labour
Plumber fitter [S]
Helper
Male mulia
Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials:
32mm. OD PP-R pipe
Fittings & wastages
cement sand &grit etc.
B.Labour
Plumber fitter [S]
Helper
Male mulia
Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials:
40mm. OD PP-R pipe
Fittings & wastages
cement sand &grit etc.
B.Labour
Plumber fitter [S]
Helper
Male mulia
Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials:
50mm. OD PP-R pipe
Fittings & wastages
cement sand &grit etc.
B.Labour
Plumber fitter [S]
Helper
Male mulia
Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
Providing and fixing of Rational moulded polyethylene cylendrical vertical water storate tanks confirming to IS:12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and proviidng extra sockets and jam nuts , fixing ball volve ete. including hoisting up to a hite of 5.00 metes above ground level and placing the tank to the required position etc. all complete as per specification and direction of the engineer-in-charge.
PH analysis 2013 WATER SUPPLY item no 3.1.8/ P - 108
Details of cost for one tank on the roof ground floor
A. Materials:
2 Layer ISI Marked
2000 liter capacity double layer cylendrical vertical water storage tanks
lead paint and yarn
B.Labour
Plumber fitter [S]
Helper
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Details of cost for one tank on the roof ground floor
A. Materials:
1000 liter capacity double layer cylendrical vertical water storage tanks
lead paint and yarn
B.Labour
Plumber fitter [S]
Helper
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Extra over item no.3.1.8 for hoisting Rational moulded polyethylene cylendrical vertical water storage tanks of following sizes for every additional height of 5.00m. Or part thereof complete as per specification and direction of the engineer-in-charge.
PH analysis 2013 WATER SUPPLY item no 3.1.9/ P - 108
Details of cost for hoisting one tank
A.Labour
Helper
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Details of cost for hoisting one tank
A.Labour
Helper
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Supplying all materials,labour and T&P for cutting holes through existing brick work including making good to the same in cement mortar(1:4) for taking G.I. pipes and fittings /P.V.C. pipes and fittings all complete as per specification.
PH analysis 2013 Internal water supply item no 3.1.10 / P-109
Data for holes
a.Labour for cutting holes
Mason (2nd class )
Male worker
b.Brick work in cement mortar (1:4)[excluding CP&OHC]
Less33% for pipe etc.=0.012
c.12mm. thick cement plaster (1:4)
Add extra for labour and wastage in materials due to restricted area of b+c
Total
Add Contractor's profit &overhead charges
Rate per each hole
Labour CESS
Or Say.
cost of one hole 25cm depthmultiplied by 375 / 250 = 1.50
Or Say.
cost of one hole 25cm depthmultiplied by 500 / 250 = 2.00
Or Say.
Supplying all materials,labour and T&P for cutting holes in R.C.C. floors and roofs up to 19 cm. thick including for passing GI / PVC pipes and fittings etc. and repairing the holes after insertion of pipes etc. with cement concrete 1:2:4 including finishing complete to make it leak proof leak to the damages all complete as per specification and direction of the Engineer-in-charge. [ data for 10 nos of holes ]
PH analysis 2013 Internal water supply item no 3.1.11 / P-109
a.Labour for cutting holes
Mason (2nd class )
Male worker
b.Cement concrete (1:2:4)[excluding CP&OHC]
Less33% for pipe etc.=0.011
Add extra for labour and wastage in materials due to restricted area of b
Finishing top and bottom and making the hole leak prof
Total
Add Contractor's profit &overhead charges Total [a+b]
Rate per each hole
Labour CESS
Or Say.
Supplying all materials,labour and T&P for cutting groves in pucca floor and walls for taking G.I. pipes and fittings /P.V.C. pipes and fittings and making good to the damages all complete as per specification.
PH analysis 2013 water supply item no 3.1.12 / P-110
Data for
a.Labour for cutting
Plumber fitter
Helper to Plumber
b.Labour for redoing
Mason special
Male worker
c. Materials
Cement concrete (1:3:6) with 4cm metal [excluding CP&OHC]
12mm. thick cement plaster (1:3)
Cement punning
Total
Add Contractor's profit &overhead charges Total [a+b+c]
Rate per one meter
Labour CESS
Or Say.
Supplying all materials, labour and T&P and laying in trenches, PVC pipes conforming to ASTM-D-1785/89 ,the following nominal bore and pipe fittings including testing as per specification all complete. [excluding earth work in trenches ]
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.7 / P - 121
Data for
A.cost of material
15mm. dia ASTM sch-40 pipe [considering 6m length]
Pipe Fittings & wastage
B.Labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges Total [a+b+c]
Rate per 1Rmt.
Labour CESS
Or Say.
A.cost of material
20mm. dia ASTM sch-40 pipe [considering 6m length]
Fittings & wastages of ( med)
B. labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Material
25mm. dia ASTM sch-40 pipe [considering 6m length]
Fittings & wastages
B. Labour for laying
Plumber Fitter [S]
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
32mm. dia ASTM sch-40 pipe [considering 6m length]
Pipe Fittings & wastages
B.Labour
Plumber ,Fitter [S]
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
40mm. dia ASTM sch-120 pipe [considering 6m length]
Pipe Fittings & wastages
B.Labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
A. Materials
50mm. dia ASTM sch-120 pipe [considering 6m length]
Fittings & wastages of ( med)
B.Labour
Plumber (Fitter )
Male mulia
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
Making connection of Galvanised mild steel distribution branch with galvanised mild steel main 25mm to 40mm nominal bore by providing and fixing tee including cutting and threading the pipes complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.11 / P - 132
A. Materials
32mm. GI Tee
32mm. GI 5mm nut
B.Labour for laying
Plumber ,Fitter [S]
Male worker
C.Add Contractor's profit &overhead charges
Rate per each
Labour CESS
Or Say.
Making connection of Galvanised mild steel distribution branch with galvanised mild steel main 50mm to 80mm nominal bore by providing and fixing tee including cutting and threading the pipes complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.12 / P - 132
A. Materials
65mm. GI Tee
65mm. GI 5mm nut
B.Labour for laying
Plumber ,Fitter [S]
Male worker
C.Add Contractor's profit &overhead charges
Rate per each
Labour CESS
Or Say.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.14 / P - 133
Data for
A. Materials:
15mm dia CP short body bib cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.15 / P - 134
Data for
A. Materials:
15mm dia long body Bib cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing 2 in 1 bib cock of the following size as per specification all complete (including cost of cock )
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.15 / P - 134
Data for
A. Materials:
15mm dia 2 in 1 Bib cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing CP Angular stop cocks polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete .
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.16 / P - 134
Data for
A. Materials:
15mm dia CP angular stop cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
20mm dia CP angular stop cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing CP Concealed stop cocks polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.16 / P - 134
Data for
A. Materials:
15mm dia CP concealed stop cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
20mm dia CP concealed stop cock
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing Brass /Gunmetal full way volve confirming to IS:781-1995 of the following nominal sizes as per specification all complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.17/ P - 135
Data for
A. Materials:
15mm dia brass /Gun metal fullway volve
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
32mm dia brass brass /Gun metal fullway volve
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
65mm dia brass brass /Gun metal fullway volve
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
100mm dia brass brass /Gun metal fullway volve
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing Brass /Gunmetal full way volve [ horizontal plungr type] confirming to IS:1703-1977 of the following nominal sizes as per specification all complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.18/ P - 136
Data for
A. Materials:
20mm dia brass full way volve telfon brass ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
25mm dia brass full way volve telfon brass ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
50mm dia brass full way volve telfon brass ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing Brass /Gunmetal Ball valve [horizontal plungr type] confirming to IS:1703-1977 of the following nominal sizes as per specification all complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.18/ P - 136
Data for
A. Materials:
15mm dia brass ball volve telfon brass ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
32mm dia brass brass ball valve
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
40mm dia brass brass ball valve
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Supplying all labour and T&P for fixing U.P.V.C Ball valve [ horizontal plungr type] confirming to IS:1703-1977 of the following nominal sizes as per specification all complete.
PH analysis 2013 HOUSE SERVICE PIPES item no 3.2.18/ P - 136
Data for
A. Materials:
15mm dia ball volve with ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
25mm dia ball volve with ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
50mm dia ball volve with ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
65mm dia ball volve with ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
A. Materials:
65mm dia ball volve with ball & spindle
b. Labour
Plumber Fitter(S)
helper to plumber / fitter
Jointing materials on labour
Add Contractor's profit &overhead charges
Rate per each
Providing and fixing on wall face unplasticised rigid PVC soil waste and rain water pipes confirming to IS : 13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gape for thermal expantion [i] Single socket pipes.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.2/ P - 139
Details of cost for
A.Materials
75mm diaUPVC single socket pipe
rubber seal ring
Adhesive etc.
Scaffolding
B. Labour
Plumber fitter
Helper to plumber
Male worker
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Details of cost for
A.Materials
110mm dia PVC single socket pipe
rubber seal ring
Adhesive etc.
Scaffolding
B. Labour
Plumber fitter
Helper to plumber
Male worker
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Providing and fixing on wall face unplasticised rigid PVC moulded fittings / accessories for unplastidsied rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gape for thermal expantion.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.3/ P - 140
Coupler
Details of cost for
A.Materials
75mm diaUPVC coupler for drainage pipes 75mm
rubber seal ring
Adhesive etc.
Carriage and fixing charges
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Details of cost for
A.Materials
110mm diaUPVC coupler for drainage pipes 110mm
rubber seal ring
Adhesive etc.
Carriage and fixing charges
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Single pushfit Coupler
Details of cost for
A.Materials
75mm diaUPVC coupler for drainage pipes 75mm
rubber seal ring
Adhesive etc.
Carriage and fixing charges
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Details of cost for
A.Materials
110mm diaUPVC coupler for drainage pipes 110mm
rubber seal ring
Adhesive etc.
Carriage and fixing charges
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Single tee with door
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
75mm dia UPVC equal tee with door
rubber seal ring
Adhesive Carriage of materils rubber wash etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
110mm dia UPVC equal teewith door
rubber seal ring
Adhesive Carriage of materils rubber wash etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Single tee without door
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
75mm dia UPVC equal tee without door
rubber seal ring
Adhesive Carriage of materils rubber wash etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
110mm dia UPVC equal tee without door
rubber seal ring
Adhesive Carriage of materils rubber wash etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Bend 87.5ᴼ
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
75mm dia Bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
110mm dia bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Door Bend 87.5ᴼ
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
75mm dia Bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
110mm dia bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
PVC Pipe Clip
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
75mm dia pipe clip
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
SUPREME
Deduct 18% GST
Details of cost for
A.Materials
110mm dia bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
PVC Vent Cowl
Details of cost for
A.Materials
110mm dia bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
B.Materials
110mm dia bend
rubber seal ring
Adhesive etc
Carriage of materils & fixing charges etc.
Add Contractor's profit &overhead charges
rate per one meter
Labour CESS
Or Say.
Providing cemet joints confirming to IS:3114-1994 tocand cost iron / centrifugally cast [spun] spigot and socket , soil waste ventilating pipes and fittings with spun yarn socked in cement or bitumen and cement mortar 1:1 etc. complete as per specification and direction of the Engineer-in-charge.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.4/ P - 143
ii . 100mm diameter
Details of cost for
A.Materials
spun yarn
cement
Sand/ Bitumen etc.
B. Labour for cutting & alining
Plumber fitter
Helper to plumber
Male worker
curing na scaffolding 10% on labour
Add Contractor's profit &overhead charges
carrige
cement
Labour CESS
Or Say.
with out OH charges per joint
Supplying all materials, labour and T&P for cutting holes through existing brick or laterite masonry walls for taking sand cast iron [SCI] / centrifugally cast[spun] iron pipes . pipes and fittings including mending good to the damages all complete as per specification.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.6/ P - 145
A.Materials
cement
KB Bricks
B. Labour
Mason (2nd class )
Male mulia
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
A.Materials
cement
KB Bricks
B. Labour
Mason (2nd class )
Male mulia
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Supplying all materials,labour and T&P for cutting holes in R.C.C. floors, roofs,or cornice including making good and leak proof to the damages for taking sand cast iron [SCI] / centrifugally cast[spun] iron pipes . pipes and fittings including mending good to the damages etc. all complete as per direction of the Engineer-in-charge.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.7/ P - 145
A.Materials
cement
chips
B. Labour for cutting & alining
Plumber fitter
Mason (2nd class )
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Supplying all materials,labour and T&P for cutting holes in R.C.C. chajja including making good and leak proof to the damages for taking sand cast iron [SCI] / centrifugally cast[spun] iron pipes / PVC pipes and fittings including mending good to the damages etc. all complete as per specification and direction of the Engineer-in-charge.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.8/ P - 146
A.Materials
cement
chips
B. Labour for cutting & alining
Plumber fitter
Mason (2nd class )
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Supplying all materials,labour and T&P for cutting by chiselling in brick masonry for fixing sand cast iron pipes of follwoing nominal size and fitting including making good the same with brick work in cement mortar 1:3 including plastering to the damages etc. all complete as per direction of the Engineer-in-charge.
PH analysis 2013 PLUMBING SOIL WASTE,VENTILATING PIPES &FITTINGS item no 3.3.9/ P - 146
75mm Diameter
A.Materials
KB Bricks
cement
B. Labour for cutting & alining
Mason (2nd class )
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
100mm Diameter
A.Materials
KB Bricks
cement
B. Labour for cutting & alining
Mason (2nd class )
Male worker
Add Contractor's profit &overhead charges
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing water closet ,squatting pan(Indian type.W.C.pan or Orissa pan) confirming to IS 2556 : Part-3-2004 duly embedded in cement concrete (1:4:8) using 40mm.nominal size h.b.g. chips [including foot rest for I.W.C. and trap] all complete as per specificationand directon of theEngineer - in - charge.
PH analysis 2013 Sanitary installation item no 3-4-1 / P-147
A. Materials
Cost of IWC 580mm
Cost of Trap Nahani without Jali
Cement for .12cum cc
metal
B.Labour
Plumber /Mason
Male mulia
A+B[ labour+material]
Add Contractor's profit &overhead charges
D.Carriage of materials:
Cement for .12cum cc
metal
E.Royality of materials:
metal
Labour CESS
Or Say.
Supplying all materials,labour and Supplying all materials,labour and T&P for fixing in cement mortar (1:3) a pair of white vitereous china (250x130x30mm.) foot rest for squatting water closet. etc. all complete as per specificationand direction of the Engineer-in-charge.
PH analysis 2013 Sanitary installation item no 3.4.2 / P-147
I.W.C. foot rest:-
A.Material
Cost of IWC Foot rest one pair
Cement & sand including carriage of materials
B.labour
Plumber (fitter)
contractors profit &Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing of 100mm size'P' or 'S' trap [ with horn or without horn]for water closet sqatting pan including jointing the trap with pan in cement mortar 1:1 etc. all complete as per specification and direction of the Engineer-in-charge.
PH analysis 2013 Sanitary installation item no 3.4.3 / P-147
S' trap
A.Material
Rate same as per item no.3.3.4 [ ii ] excluding sundries and OH charges
B.110mm dia PVC SWR 'S' trap
contractors profit &Over head charges on A+B
Labour CESS
Or Say.
P' trap
A.Material
Rate same as per item no.3.3.4 [ ii ] excluding sundries and OH charges
B.110mm dia PVC SWR 'P' trap
contractors profit &Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for Supplying all materials,labour and T&P for fixing wash down water closet (European type W.C.) with integral "S" or "P" trap tothe floor with wooden plug and chromium plated screw including jointing the trap with soil pipe in cement mortar (1:1) etc. all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.4/ P-148
White vtreous China wash down water closet [E.W.C.]
A.Materials
White vtreous China EWC with 'S' trap
C.P. screw,washers,plugs,white cement etc
Jointing trap with soil pipe as per item no.3.3.4 [ ii ] excluding sundries and OH charges
Carriage of materials
B.Labour
Plumber (fitter)
Male mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.5/ P-148
Plastic Seat & Cover
A.Materials
White Plastic seat and cover
B.Labour
Fixing charges including sundries ,T&P and carriage of T&P
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing of PVC 10.00 ltr capacity low level flushing cistern with manually controlled device[handle cover] confirming to IS 7231 with fittings and fixtures etc. all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.6/ P-148
10 ltrs capacity low level cistern:-
A.Materials
Cost of 10lt. Low level cistern fittings and accessories
Carriage of materials
B.Labour[ considering one fitter & one belder can fix 8 cisterns per day]
Plumber (fitter)/Mason.
Man mulia
Over head charges & C.Profiton A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing Porcelain Flat Back Stall Type Magnum Urinal respectively with waste pipe by means of white lead mixed with choppedhempetc. all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.8/ P-150
i.Vitreous china -Flat Back urinal of 380x580x350mm size
A.Materials
Cost of Flat back urinal 375x390x590mm
Urinal Spreader
Domed Waste coupling
Waste pipe 50x800mm
Carriage materials
B.Labour
Plumber (fitter)/Mason.
Male mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing glazed earthen-ware squatting plate of size (600 mmx350mm.) confirming to IS : 2556-part-6-1995 with integral longitudinal flushing pipe including embedding the plate in 25mm. cement mortar (1:8) laid over 150mm. cement concrete (1:4:8) using 40mm. size h.b.g. chips all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.9/ P-150
One - seated Urinal 600 x 355 mm size
A Materials
A.Vitreous china squatting plate urinal
Cement ,sand grit etc.
Carriage of materials
B.Labour
Plumber (fitter)
Mason.
Male mulia
D. oh charges etc.
Over head charges contractors profit
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing wash hand basin with hole for pillar taps confirming to IS 2556:part4-2004 with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.11/ P-151
Vitreoous china flat back Wash hand basin 460x350x180mm
A. Materials
Cost of Counter Top Basin Oval Shape 450X400
CI bracket for wash basin and sinks
Waste pipe 32x1150mm
Cement, sand and wooden plugs etc.
B.Labour
Plumber (fitter)
Mason.
Man mulia
Over head charges contractors profit
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing corner wash hand basin with hole for pillar taps confirming to IS 2556:part4-2004 with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.11/ P-151
Vitreoous china corner Wash hand basin 16" x 16"
A. Materials
Cost of wash hand basin 550x400
CI bracket for wash basin and sinks
Waste pipe 32x1150mm
Cement, sand and wooden plugs etc.
B.Labour
Plumber (fitter)
Mason.
Man mulia
Over head charges contractors profit
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing Pedestal for wash hand basin complete recessed at the back for the receiptionof pipe and fittings etc. all complete as per specification including cost of pedestal for wash basin
PH analysis 2013 Sanitary installation item no 3.4.12/ P-151
Pedestal
A.Materials
Cost of Pedestal
Cement, sand and wooden plugs etc.
Carriage of materials and fixing charges
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing stainless steel AISI 304 [18/8] Kitchen sink as per IS 13983 with cast iron bracet and stainless steel plug including painting of fittings and brackets ,cutting and making good to the walls etc. all as per specification including cost of sink with all accessories.
PH analysis 2013 Sanitary installation item no 3.4.14/ P-152
sink 24"x18"10"
A.Materials
Cost of Sink
castiron brackets[one pair]
Cement, sand and wooden plugs etc.
Painting of bracketsetc.
Carriage of materials
B.Materials
Plumber (fitter)
Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
B.Materials 36"x18"10"
Cost of Sink with drain board
castiron brackets[one pair]
Cement, sand and grit etc.
Painting of brackets etc.
Carriage of materials
B.Materials
Plumber (fitter)
Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing CP Gratings of the following nominal diameter of outlet, of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm including cutting and making good to the walls and floors etc. all complete as per specification.
PH analysis 2013 Sanitary installation
C.P Gratings IS :1729 :-
A.Materials
Cost of CP Gratings
Cement, sand and grit etc.
Carriage of materials
B.Labour
Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
II.A.Floor trap Centrifugally cast [spun]iron SS as per IS :3989 :-
A.Materials
Cost of trapCS (spun) iron SS (100mm.inlet &75mm. Out let.)
Cement, sand and grit etc.
Carriage of materials
B.Labour
Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
II.B.Floor trap Centrifugally cast [spun]iron SS as per IS :1729 :-
A.Materials
Cost of trapCS (spun) iron SS (100mm.inlet &75mm. Out let.)
Cement, sand and grit etc.
Carriage of materials
B.Labour
Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplyingfitting fixing of PVC waste pipe of following nominal diameter of wash basin or sink inclusing brass check nut complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.20/ P-155
A.Materials
Semirigid PVC waste pipe for sink and wash basin 32mm dia with length not less than 700mm with PVC waste fittings
Carriage of materials
Over head charges on A+B
Labour CESS
Or Say.
Supplying fitting fixing of C.P Pillar Taps highpressure lettered Hot and cold with long screws shanks and back nuts of the following nominal bore as per specification.
PH analysis 2013 Sanitary installation item no 3.4.21/ P-156
A.Materials
15mm dia
15mm dia CP Piller cock
Carriage of materialsand fixing charges
Over head charges on
Labour CESS
Or Say.
Supplying fitting fixing of C.P health facuet high pressure lettered Hot and cold with long screws shanks and back nuts of the following nominal bore as per specification.
PH analysis 2013 Sanitary installation item no 3.4.21/ P-156
A.Materials
15mm dia
15mm dia CP health facuit with 1.0M PVC tube
Carriage of materialsand fixing charges
Over head charges on
Labour CESS
Or Say.
Supplying fitting fixing of 15mm dia PVC inlet connection pipe and making connection with piller cock and supply mains for wash basin complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.22/ P-156
A.Materials
15mm dia 15mm x 300mm
CPVC connecting pipe
Carriage of materialsand fixing charges
Over head charges on
Labour CESS
Or Say.
Supplying fitting fixing of CP waste of the following noninal diameter for wash hand basin and sink as per specification.
PH analysis 2013 Sanitary installation item no 3.4.23/ P-157
A.Materials
32mm dia
32mm CP waste
Carriage of materialsand fixing charges
Over head charges on
Labour CESS
Or Say.
Supplying fitting fixing of cromium plated CP over head shower rose with arm including polishing and complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.24/ P-157
A.Materials
Over head shower
CP arm of over head shower
CP extension piece 3"
B.Labour
Plumber (fitter)
Helper to plumber
Over head charges on
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing of 600x450 bevelled edge mirror of superior glass mounted on 6mm thick ac sheet or ply wood sheet and fixed to wooden plugs with chromium plated brass screws and washers etc. All complete as per specification .
PH analysis 2013 Sanitary installation item no 3.4.26/ P-158
I.Bevelled edge mirror :-
A.Materials
600mmx600mmbevelled edge mirrer
Hard board 6mm
25mm cp screw
wooden cleats
cement , sand,chips, &carriageof materials
B.Labour
Carpenter
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
II. Circular shape 450mm dia:-
A.Materials
Circular shape 450mm dia
Hard board 6mm
25mm CP screws
Rawlplug50mm [designation 10ns]
cement , sand,chips, &carriageof materials
B.Labour
Carpenter
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
III. Regtangular shape 453mmx357mm:-
A.Materials
Regtangular shape 453mmx357mm
Hard board 6mm
25mm CP screws
Rawlplug50mm [designation 10ns]
cement , sand,chips, &carriageof materials
B.Labour
Carpenter
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing standard size glass self with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws and washers etc. all complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.27/ P-159
Glass self :- (per each)
A.Materials
Cost of Glass shelf
Rawl plug 50mm
25mm cp screw
Cement, sand and chips and carriage of materials
B.Materials
Carpenter
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing standard size C. P. towel rail fixed with chromium plated brass brackets fixed to wooden plugs with cromium plated brass screws complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.28/ P-160
Chromium plated towel rail :-
A.Materials
Cost of towel rail
25mm CP screws
Wooden plugs
Cement, sand and chips etc.
B.Labour
Carpenter.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing standard size C. P. towel ring fixed fixed to wooden plugs with cromium plated brass screws complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.29/ P-160
Chromium plated towel ring:-
A.Materials
Cost of towel ring
Carriage of materials and fixing charges
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing of [A] liquid soap container - glass container or plastic container with chromium plated brass lid and brackets fixed to wooden plugs with chromium plated brass screws [B] cromium plated brass soap dish complete with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws [ C] white glased tooth brush holder fixed to wooden plugs with chromiumplated brass screws as per specification
PH analysis 2013 Sanitary installation item no 3.4.30/ P-160
II. Soap holder :- // Soap Dish
A.Materials
Cost of CP sope holder/ disc
25mm cp screw
wooden plugs of specified size
Cement, sand and chips etc.
B.Materials
Plumber (fitter)/Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
II. Soap holder :- // Liquid Soap Dispenser
A.Materials
Cost of CP Liquid Soap Dispenser
Cost of CP Tumbler Holder
25mm cp screw
wooden plugs of specified size
Cement, sand and chips etc.
B.Materials
Plumber (fitter)/Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Constructing manholes with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification.
PH analysis 2013 Sanitary installation item no 4.2.1/ P-197
With Cast Iron Manhole cover and frame ( light duty rectangular type) 450mm x
610mm internal dimension total weight of cover and frame to be not less than 38 kg
(weight of cover 23 kg and weight of frame 15 kg)
a. Earthwork in excavation in hard soil[Excluding CP&OHC) 1.55m x 1.45m x 0.45m
b. Cement concrete (1:3:6)
c.Brickwork with Fly Ash bricks in CM (1:5)
d. CC (1:2:4) using 12mm size chips
e. 12mm thick CP with neat cement punning
f.12mm thick CP to outside
g. RCC (1:2:4) using 12mm size chips for slab
h. Rigid & smooth centering & shuttering for RCC works including false work and dismantling them after casting including cost of materials complete.
Inside area=0.9mx0.8m = 0.72
Less cover=0.61mx0.455m=(-) 0.278
Shuttering = 5.4mx0.15m= 0.810
i. MS reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including cutting, bending, binding and tying grills including cost of binding wire.
j. Extra labour for making channel
Mason Special
Mason 2nd class
k. Cost of square manhole cover with frame 450mmx450mm (inside)=50kg
l. Add for contractors profit & OHD
m. Add for CESS
Or Say.
Constructing inspection chamber with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification.
With RCC cover and frame
a. Cement concrete (1:3:6)
b.Brickwork with KB bricks in CM (1:6)
c. CC (1:2:4) using 12mm size chips
d. 12mm thick CP with neat cement punning
e.12mm thick CP to outside
f. RCC (1:2:4) using 12mm size chips for slab
g. Rigid & smooth centering & shuttering for RCC works including false work and dismantling them after casting including cost of materials complete.
h. MS reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including cutting, bending, binding and tying grills including cost of binding wire.
i. Extra labour for making channel
Mason Special
Mason 2nd class
j. Cost of cast iron manhole cover with frame 450mmx450mm (inside)=50kg
k. Add for contractors profit & OHD
l. Add for CESS
Or Say.
Constructing RCC well ring tank with R.C.C top slab in (1:2:4) mix, inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, complete as per specification.
a.Brickwork with KB bricks in CM (1:4)
b. CC (1:2:4) using 12mm size chips
c. MS reinforcement bars considering 0.60Qntl/cum
d. Rigid & smooth centering & shuttering for RCC works including false work and dismantling them after casting including cost of materials complete.
(3.14x1.2x1.5)+(3.14x1.2x1.5)+(2x(3.14/4)x1.35x1.35)
e.12mm thick CP (1:3) to outside
f.12mm thick CP (1:3) including punning
g. finishing wall with weather coat
h. Supplying, fitting, fixing of tank nipple & jam nut for provision of suction, delivery wash out & over flow arrangements etc all complete.
25mm GI tank nipple
25mm GI jam nut
i. Add for contractors profit & OHD
j. Add for CESS
Or Say.
Constructing RCC soak way pit with R.C.C top slab in (1:2:4) mix, inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, complete as per specification.
a.Earthwork in all kinds of soil
b. CC (1:2:4) using 12mm size chips
c.Labour charges for MS reinforcement @ 0.60Qntl/Cum
d.Rigged smooth centering and shuttering for walls
(3.14x1.2x1.8)+(3.14x1.3x1.8)+(1x3.14/4x1.35x1.35)
e.Supplying & filling with khoa 50mm to 100mm
f. Add for contractors profit & OHD (e)
g. Add for CESS (e)
Or Say.
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required
Laying (to level or slopes) and jointing with rubber rings pre-cast reinforced socket and spigot concrete pipes Class NP-2 conforming to IS:458 - 2003 suitable for rubber ring roll on joint of the following internal diameter as per specification complete.(Earthwork in trenches to be measured and paid for separately)
Details of cost for 10 joints =10x1.93=19.3 mtrs
200mm Concrete S/S Pipes Class NP-2
labour for laying (same as C.I pipe)
wt. of 10 pcs of pipe= 19.30 x 48.92=944.156 kg =9.4416 qntl
Jointing with rubber ring
200 mm dia rubber ring for 10 joints
Plumber Fitter(S)
Helper to plumber or fitter
Male worker
Total (a+b+c)
Rate per metre = 4,217.81 ÷ 19.30 =
Total
With Material
Providing and fixing to wall or ceiling and floor galvanized mild steel tubes (medium grade) conforming to IS: 1239/2004, Part-1 of the following nominal bore, tube fittings and clamps including making good the wall, ceiling and floor, testing all complete as per specification.
Details of cost for 10 metres
65mm G.I pipes
Add for fittings (heavy quality) and wastages = 1.5 metres
White lead, hemp oil etc 1% of item (a)
White lead, hemp oil, clamps, pegs, sand and cement etc 2% of item (a)
Plumber Fitter(S)
Male worker
Add 1% labour cess
Rate per each joint is ÷ 10
Material with labour
PH analysis 2013 Sanitary installation item no 3.4.14/ P-152
sink 24"x18"10" (Parryware)
CERA SILA
Cat No. B4721501 6535.00 / Each
Deduct 18% GST 1176.30
A.Materials
Cost of Sink
castiron brackets[one pair]
Cement, sand and wooden plugs etc
Painting of bracketsetc.
Carriage of materials
B.Materials
Plumber (fitter)
Over head charges on A+B
Labour CESS
Total
Or Say.
Supplying all materials,labour and T&P for laying in trenches unplasticized PVC pipes and specials of the following outside dia. for all classes including jointing with approved solvent cement by non-heat application method including testing as per specification and direction of Engineer-in-charge etc. all complete. [including earth work and cost of pipes ] [data for 10.00mtr.]
PH analysis 2010-11 item no 6 / P-66
A.Materials
Cost of 50mm Supreme pipe Type-B
Solvent cement.
B.Materials
Plubber (fitter)
Helper to plumber.
Man mulia.
Over head charges on A+B
contractors profit on A+B
Watering charges Labour
Rate per meter
Labour CESS
Or Say.
A.Materials
Cost of 75mm Supreme pipe Type-B
Solvent cement.
B.Materials
Plubber (fitter)
Helper to plumber.
Man mulia.
Over head charges on A+B
contractors profit on A+B
Watering charges Labour
Rate per meter
Labour CESS
Or Say.
A.Materials
Cost of 90mm pipe Type-B
Solvent cement.
B.Materials
Plubber (fitter)
Helper to plumber.
Man mulia.
Over head charges on A+B
contractors profit on A+B
Watering charges Labour
Rate per meter
Labour CESS
Or Say.
A.Material
Cost of 110mm Supreme pipe Type-B
Solvent cement.
B.Labour
Plumber (fitter)
Helper to plumber.
Man mulia.
Over head charges on A+B
contractors profit on A+B
Watering charges Labour
Rate per meter
Labour CESS
Or Say.
Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. (percum)
PCC 1:2:4 [ 1 x 0.40 x 0.10 ]
Total
Or Say.
A.Materials
Cost of 160mm Supreme pipe Type-B
Solvent cement.
B.Labour
Plubber (fitter)
Helper to plumber.
Man mulia.
Over head charges on A+B
contractors profit on A+B
Watering charges Labour
Rate per meter
Labour CESS
Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. (percum)
PCC 1:2:4 [ 1 x 0.45 x 0.45 ]
Or Say.
A.Materials
Cost of 200mm Supreme pipe Type-B
Solvent cement.
B.Labour
Plubber (fitter)
Helper to plumber.
Man mulia.
Over head charges on A+B
contractors profit on A+B
Watering charges Labour
Rate per meter
Labour CESS
Or Say.
Supplying all materials labour T&P and fitting and fixing 1000 ltrs. Capacity FG/PM/Sintex/Vertix tank with locking type cover including cutting holes for fittings and fixing GI/PVC pipes with supply extra sockets & jamnuts inclusding hoisting and keeping the tank in position on the roof of the building and providing 1st. class brick work with CM [1:4] up to required hight and length & plastering with CM 1:4 including weather coat two coats , providing RCC slab of 10cm thick and 0.30x0.25 size & 2.60 m. long RCC beam with M-20 using 20mm and down graded size chips including centering and shuttering & providing 1st class brick work with CM 1:4 circular dia up to hight of 50cm over the slab to supprot the tank including conveyance of all materials to work site watering , curing ,royality taxes etc. all complete as per PHD specification and direction of the Engineer-in-charge.
PH analysis 2010-11 Internal water supply item no2(a) / P-140
(A)Materials ,Fitting & fixing of Tank
Cost of vertix tank 1000 [email protected]/lt including vat
Lead, paint,yarnetc.
(B) Labour
Plumber (fitter)
Helper to plumber
Male mulia
Add overhead charges
Contractor's profit
(c) cost of staging
1st class BW (1:4) 1x5.45x.25x.35
Circular portion∏/4[1.60x1.60-1.35x1.35 ]x.5
(d) 12mm thick cement plaster 1:4
(e)weather coat
(f) RCCM-20 including centering and shuttering beam and base slab
Beam3.06x.25x.30
slab∏/4[1.60x1.60 ]x0.10
(h) Reinforcement @ 1.00qntl/cum
Labour CESS
Or Say.
Supplying all materials, labour and T&P for construction of 1.20mtr.dia.x2.55mtr. Deep soak-way pit with dry brick walling up to 2.10mtr. height and bbrick work with cement mortar (1:6) for 0.45mtr. height of wall at top,cement plaster (1:3) inside and outside,inside filled with dry brick khoa of 50mm.to 100mm.size to a height of 2.00mtr.from bottom, covered by means of 40mm.thick R.C.C. perforated slab,50mm.thick R.C.C.well cover in pieces fitted with iron rings including earth work in excavation and refilling of cavity around the pit etc. all complete as per approved design and drawing. (per each )
PH analysis 2010-11 / P-123
Soak-way pit size (1.20mtr.dia.x2.55mtr.) (per each)
(i) earth work in all kinds of soil
1st depth 22/28x(1.80)²x1.50
2nd. Depth 22/28x(1.80)²x1.05
(ii) Brick work laid dry in walling
(iii) Brick work in cement mortar (1;6)
(iv) 12mm cement plaster (1:3)
(v) Supplying and filling with brick khoa 50mm to 10mm size
(vi) 40mm thick perforated RCC slab[1:1.5:3] with 12mm size HGCB chips
(vii) 50mm thick RCC slab[1:1.5:3] with 12mm size HGCB chips
(viii) Sundries and earth filling@20%of earth work
Lead, paint,yarnetc.
(b) Labour
Plumber (fitter)
Helper to plumber
Male mulia
(c) cost of staging
1st class BW (1:6) 2x1.3x.25x.35
Circular portion∏x1.3x.25x.5
(d) 12mm thick cement plaster 1:4
(e) water proofing cemnt paint two coats
(f) RCC beam and base slab
(g) Centering and shuttering
(h) Reinforcement @ 1.00qntl/cum
Labour CESS
Or Say.
Providing supplying fitting fixing of 1HP kirsker make single phase shelf priming mono block pump set with sutiable control pannel with ASTM - 80- schedule 25mm dia pipe including cost of all labour T&P materials with trail run required for the work complete as per specification and requirement of the department for lifting of fresh water from existing bore.
(a) Kirlosker make single phase mono block pump
25mm ASTM-80 schedule pipe
25mm foot volve
Instalation over concrete pedastal with required materials labour, T&P taxes complete as per requirement of the department
Labour CESS
Or Say.
P-trap 125/110
Labour ph
Labour CESS
Or Say.
110mm Plain Tee
Or Say.
Waste Pipeline Fittings
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
Fixing
Contractor Profit
Labour Cess
Total
Or Say.
GI Pipe 80mm dia
A. Materials
40mm dia PVC Sch-80 pipes
Pipe Fittings & wastage
Wooden plug , clamps cement etc
B.Labour
Plumber (Fitter )
Male worker
C.Add Contractor's profit &overhead charges
Rate per 1Rmt.
Labour CESS
Or Say.
Providing and fixing of approved make and model for Chrome plated Grab Bar,for Physically challenged toilet, The work shall include the cutting of walls or floors & making good, complete as per direction of Engineer in Charge.
(A)Materials (Viking-Model-B1)
(B) Labour
Plumber (fitter)
Helper to plumber
Labour for dismantling
Add overhead charges
Contractor's profit
Labour CESS
Or Say.
Providing and fixing C.P. Brass Extension Nipple 1 inch with extension piece as per direction of Engineer-in-charge.
(A)Materials
(B) Labour
Plumber (fitter)
Helper to plumber
Add overhead charges
Contractor's profit
Labour CESS
Or Say.
Supplying all materials, labour, T&P and providing frosted type glass urinal partition including cutting gooves in wall and making good the damages, watering, curing, conveyance of all materials to work site etc all complete as per direction of the Engineer in charge.
Frosted type glass urinal partition:-
A.Materials
Cost of glass urinal partition
Carriage of materials and fixing charges
Over head charges on A+B
Labour CESS
Or Say.
Fixing standard size Chromium Plated brass or glazed porcelain Toilet paper holder fixed to woden plugs with Chromium Plated brass screws complete as per specification and direction of the Engineer in charge.
Toilet Paper Holder:-
A.Materials
Cost of CP Paper Holder
25mm cp screw
wooden plugs of specified size
Cement, sand and chips etc.
B.Materials
Plumber (fitter)/Mason.
Man mulia
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials,labour and T&P for fixing Urinal Spreader respectively with waste pipe by means of white lead mixed with chopped hemp etc. all complete as per specification. (Make-Hindware/Jaquar/Somany)
Urinal Spreader:-
A.Materials
Cost of Urinal Spreader
Carriage of materials and fixing charges
Over head charges on A+B
Labour CESS
Or Say.
Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge.
a.Brickwork with KB bricks in CM (1:5)
c. CC (1:2:4) using 12mm size chips
d. 12mm thick CP with neat cement punning
e.12mm thick CP to outside
f. RCC (1:2:4) using 12mm size chips for slab
g. Rigid & smooth centering & shuttering for RCC works including false work and dismantling them after casting including cost of materials complete.
h. MS reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including cutting, bending, binding and tying grills including cost of binding wire.
i. Extra labour for making channel
Mason Special
Mason 2nd class
j. Cost of cast iron manhole cover with frame 250mmx250mm (inside)=5kg
k. Add for contractors profit & OHD
l. Add for CESS
Or Say.
Supplying fitting fixing of cromium plated CP Wall Mixture 2 in 1 with out Telephonic Shower with arm including polishing and complete as per specification.
PH analysis 2013 Sanitary installation item no 3.4.24/ P-157
A.Materials
wall mixture 2 in 1 with out telephonic shower
B.Labour
Plumber (fitter)
Helper to plumber
Over head charges on
Labour CESS
Or Say.
STEEL RATES
WEIGHT
WEIGHT
WEIGHT
WEIGHT
WEIGHT
AVERAGE=
With GST
Junior Engineer
Dhenkanal (R&B) Section-III
Dhenkanal
ANALYSIS OF RATES
SITE CLEANING
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
(A.R.-2006, Page No - 196, Item No. - 2)
Taking Output = 1 HECTOR
a) Labour
Mulia Unskilled
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
TOTAL=
Rate for 1.00 Sqm =
Add 1% Labour cess =
Total = Rs
Say Rs.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
(A.R.-2006, Page No - 196, Item No. - 2)
Taking Output = 1 HECTOR
a) Labour
Mulia Unskilled
b)Machinary
Tractor Trolley
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
TOTAL=
Rate for 1.00 Sqm =
Add 1% Labour cess =
Add 1% Labour cess =
Total = Rs
Say Rs.
DISMENTALING
Dismantling and removing 2.5 cm. thick artificial stone flooring including stacking the useful materials for reuse and removing the debris within 50m lead.
(A.R.-2006, Page No - 217, Item No. - 12)
per 1 Sqm
Data for 9.3Sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges
c) 2% Sundries T & P etc. on (a)
d) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate 9.3Sqm
Rate per Unit
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Dismantling brick or stone masonry in cement mortar 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead.
(A.R.-2006, Page No - 214, Item No. - 3)
Data for 2.83 Cum
a) Labour
Man Mulia
Woman mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Rate for 1.00 Cum=
Add 1% Labour cess =
Total = Rs
Say Rs.
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking of he materials for reuse and removing the debris within 50m lead.
(A.R.-2006, Page No - 218, Item No. - 16)
per 1 sqm
Data for 9.30 sqm
a) Labour
Fitter (2nd Class)
Man Mulia
Woman Mulia
b) Overhead Charges
c) 2% Kerosine Oil, Sundries T & P etc. on (a)
d) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate per unit
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Dismantling Pan or Single Nuria or Mangalore Tile roofing(Tiles Only) after carefully removing the bolts and nuts including stacking of he materials for reuse and removing the debris within 50m lead.
(A.R.-2006, Page No - 216, Item No. - 7)
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges
c) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate per unit
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead.
(A.R.-2006, Page No - 221, Item No. - 24)
per 1 cum
a) Labour
Man Mulia
Semi skilled mulia
b) Overhead Charges
c) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate per unit
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead.
per 1 SQM
(A.R.-2006, Page No - 219, Item No. - 18)
Consider a door of(1.22m X 2.13m= 2.6 sqm)
a) Labour
Carpenter (2nd Class)
Man mulia
Semi skilled mulia
b) Overhead Charges
d) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate per unit
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Dismentaling and removing old tiles flooring including removing the base coarse and stacking the useful materials for reuse and removing the debris within 50m lead.
(A.R.-2006, Page No - 223, Item No. - 28
Data for 9.3 sqm
a) Labour
Man Mulia
Woman mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Rate for 1.00 Cum=
Add 1% Labour cess =
Total = Rs
Say Rs.
1ST FLOOR
Add 1% Labour cess =
Total =
Say Rs.
2ND FLOOR
Add 1% Labour cess =
Total =
Say Rs.
Dismantling and removing old tiled cladding from walls including racking out joints 12mm deep stacking the useful materials for reuse and removing the debris within 50m lead.
(A.R.-2006, Page No - 223, Item No. - 29
Data for 9.3 sqm
a) Labour
Man Mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Rate for 1.00 Cum=
Add 1% Labour cess =
Total = Rs
Say Rs.
1ST FLOOR
Add 1% Labour cess =
Total =
Say Rs.
2ND FLOOR
Add 1% Labour cess =
Total =
Say Rs.
Removing old grading plaster from roof slab, cleaning the surface, lowering and removing the debris within 50m lead.
(A.R.-2006, Page No - 220, Item No. - 21
Data for 9.3 sqm
a) Labour
Man Mulia
WoMan Mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Rate for 1.00 Cum=
Add 1% Labour cess =
Total = Rs
Say Rs.
EARTHWORK
Earth Work in exavation of foundation in hard soil or garvelly soil within initial leads of 50m & lifts of 1.5m including dressing and levelling of bed etc. and adding contractor's profit and over head charges, etc. complete in all respect
(A.R.-2006, Page No - 2, Item No. - 2(a))
Data for 100 Cums.
(i) a) Labour
Mulia
Woman mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Rate for 1.00 Cum=
Add 20 % toward foundation works
Total = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Earth Work in exavation of foundation in oridinary soil within initial leads of 50m & lifts of 1.5m including dressing and levelling of bed etc. and adding contractor's profit and over head charges, etc. complete in all respect
(A.R.-2006, Page No - 1, Item No. - 1(a))
Data for 100 Cums.
(i) a) Labour
Mulia
Woman mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
TOTAL=
Rate for 1.00 Cum=
Add 20 % toward foundation works
Total = Rs
Add 1% Labour cess =
Total = Rs
Say Rs.
Earth Work in exavation of foundation in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m. initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department.
(A.R.-2006, Page No - 4, Item No. - 3 (i))
Data for 100 Cums.
(i) a) Labour
Mulia
Woman mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
TOTAL=
Rate for 1.00 Cum=
Add 20 % toward foundation works
Total = Rs
Add 1% Labour cess =
Total = Rs
Say Rs.
Earth work in excavation of foundation in all kinds of soil within initial lead & 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth.
Data for 100 Cum.
Basic Rate
Add 1% Labour cess =
Total=
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge for 100 cum
(A.R.-2006, Page No - 6, Item No. - 11)
Basic Rate
For 1 Cum -2/3 rd of Respective Item.
Total=
Add 1% Labour cess =
Or Say
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
(A.R.-2006, Page No - 6, Item No. - 8
Data for 100 Cums.
(i) a) Labour
Mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
TOTAL=
Rate for 1.00 Cum=
Add 20 % toward foundation works
Total = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Extra lead of 25m or part there of over the initial lead of 50m for earth work in all kinds of embankment and road works and ordinary earth work in general.
a) 50m to 75m
(A.R.-2006, Page No - 5, Item No. - 7)
Data for 100 Cums.
(i) a) Labour
Mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
TOTAL=
Rate for 1.00 Cum=
Add 20 % toward foundation works
Total = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Construction of embackment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
(A.R.-2006, Page No - 157, Item No. - (35)
Unit =cum Taking output = 100 cum)
a) Machinary
Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour
Tipper 10tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Dozer 80 HP for spreading @ 200 cum per hour
Motor grader for grading @ 100 cum per hour
Water tanker 6 KL capacity
Vibratory roller 8 -10 tonnes @ 100 cum per hour
TOTAL
c) Labour
Mazdoor
TOTAL
b) Materials
Cost of water
Compensation for earth taken from private land
TOTAL
e) Cost of Carriage and Royalty of Materials
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
e) Cost of Carriage and Royalty of Materials
TOTAL
Add Labour cess 1%
Or, Say
CONCRETE
Supplying & filling foundation and plinth with course sand well watered and rammed including cost, cost of all labour, carriage, royalty, etc complete.
(A.R.-2006, Page No - 8, Item No. - 15)
Data for 100 Cums.
a) Labour
Mulia
b) Materials
Over Head Charge 7.5 % =
Contractor s Profit 7.5% =
c) Carriage and royalty of materials
Total =
Rate for 1.00 Cum=
Add 1% Labour cess =
Total = Rs
Say Rs.
Cement Concrete (1:2:4) using 12mm size hard granite C.B. chips approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete and as directed by E.I.C.
(A.R.-2006, Page No - 44, Item No. - 7)
a) Materials
12mm size Granite C.B. chips
Cement
Total =
b) Labour
Mason Second Class
Mulia
Total =
c) Over Head Charge 7.5 % of (a + b )=
d)Contractors Profit 7.5 % of (a + b )=
e) Cost of Carriage and Royalty of Materials
12mm size Granite C.B. chips
Cement
Total=
Total =(a+b+c+d+e) = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Cement Concrete (1:3:6) using 40mm size hard granite C.B. metal approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete and as directed by E.I.C.
(A.R.-2006, Page No - 43, Item No. - 3)
a) Materials
40mm size Granite C.B. metal
Cement
Total =
b) Labour
Mason Second Class
Mulia
Total =
c) Over Head Charge 7.5 % of (a + b ) =
d) Contractors Profit 7.5 % of (a + b ) =
e) Cost of Carriage and Royalty of Materials
40mm size Granite C.B. metal
Cement
Total=
Total =(a+b+c+d+e) = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Cement Concrete (1:4:8) using 4cm size hard granite C.B. metal approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete.
(A.R.-2006, Page No - 43, Item No. - 4)
a) Materials
40mm size Granite C.B. metal
Cement
Total =
b) Labour
Mason Second Class
Mulia
Total =
c) Over Head Charge 7.5 % of (a + b )=
d)Contractors Profit 7.5 % of (a + b )=
e) Cost of Carriage and Royalty of Materials
40mm size Granite C.B. metal
Cement
Total=
Total =(a+b+c+d+e) = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Providing reinforced cement concrete work of M-25 grade with 20mm and down grade black hard granite crusher broken chips including cost of all materials labours ,T&P, carriage, royalti, taxes, etc. with watering and curing , all complete. (Item-4, AR-2006)
(A.R.-2006, Page No - 50, Item No. - 5)
Data for 15 Cums.
a) Materials
20mm size Granite C.B. metal
10mm size Granite C.B. chips
Cement
Total =
b) Labour
Mason Second Class
Mulia
Total =
c) Machinery
Cement Mixture
Generator
Total =
d) Over Head Charge 7.5 % of (a + b + c)=
e)Contractors Profit 7.5 % of (a + b+c )=
f) Cost of Carriage and Royalty of Materials
20mm size Granite C.B. metal
10mm size Granite C.B. chips
Cement
Total=
Total =(a+b+c+d+e+f) = Rs.
1st floor
(i) Basic rate
(ii) Add 15 % extra Labour
(iii) O.H.C. @ 7.5 % on (ii)
(iv) Cont.Profit. @ 7.5 % on (ii)
Total =
Or, Say
2 nd floor
(i) Basic rate
(ii) Add 15 % extra Labour
(iii) O.H.C. @ 7.5 % on (ii)
(iv) Cont.Profit. @ 7.5 % on (ii)
Total =
Or, Say
3rd floor
(i) Basic rate
(ii) Add 15 % extra Labour
(iii) O.H.C. @ 7.5 % on (ii)
(iv) Cont.Profit. @ 7.5 % on (ii)
Total =
Or, Say
Rigid smooth centering shuttering for R.C.C.work including all cost etc complete
(A) Plinth Band, Column Footing
(A.R.-2006, Page No - 54, Item No. - (10-iv)
Data for 10.00Sqms.
(a) Materials
25mm. Non sal plank
80mm.dia non sal bullah for strutting
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
For 1.00Sqm=Total/10.00
(B) Lintel band
(A.R.-2006, Page No - 54, Item No. - (10-vi)
Data for 7.8 sqm.
a) Materials
Plank 38mm
120mm dia Non-sal bullah
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Over head charges 7.5 % of (a+b)
Total=
For 1.00Sqm=Total/7.8
First floor
(i) Basic rate
(ii) Add 20 % extra
Total =
2 nd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
3rd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
(C) Roof Slab, Sleves and Chajja
(A.R.-2006, Page No - 54, Item No. - (10-i)
Data for 9 sqm.
a) Materials
Non sal wood scantling
Plank 38mm
120mm dia sal bullah
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
For 1.00Sqm=Total/9.00
1 st floor
(i) Basic rate
(ii) Add 20 % extra
Total =
2nd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
3rd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
(D) Beams, Column (Data for 4.2 Sqm)
(A.R.-2006, Page No - 54, Item No. - (10-v)
a) Materials
38mm.Sal planks
120mm dia salbullah
80mm dia sal bullah for bracing
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total=
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Rate for 1.00Sqm=Total/4.2
1 st floor
(i) Basic rate
(ii) Add 20 % extra
Total =
2 nd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
3 rd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
(E)Staircase
(A.R.-2006, Page No - 54, Item No. - (10-v)
Data for 5.00 Sqms.
a) Materials
38mm.Non-Sal planks
Non-Sal wood scantling
120mm dia non-sal bullah
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total=
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Rate for 1.00Sqm=Total/5.00
1 st floor
(i) Basic rate
(ii) Add 20 % extra
Total =
2 nd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
3 rd floor
(i) Basic rate
(ii) Add 20 % extra
Total =
(F) WALL & FINS (Data for 23.9 Sqm)(AR-Page 55, 10.vii)
Data for 5.00 Sqms.
a) Materials
38mm. Non Sal planks
Non sal wood scantiling
120mm dia salbullah
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total=
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Rate for 1.00Sqm=Total/23.9
(A) Column base and Column footing,
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
(B) Plinth band (Grade beam)
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
(C) Roof Slab
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
1 st floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
2 nd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
3rd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
(D) Lintel band
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
1st floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
2 nd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
3rd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
(E) Chajja
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
1 st floor
Rate as per(Basic Rate of RCC M-25)(for 6.50Cm average thick)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
2 nd floor
Rate as per(Basic Rate of RCC M-25)(for 6.50Cm average thick)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
3rd floor
Rate as per(Basic Rate of RCC M-25)(for 6.50Cm average thick)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
(G) Column in Superstructure, Beam
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
1st floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
2 nd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
3rd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
(H) Staircase
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
1 st floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
2nd floor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
3rdfloor
(i) Basic rate
(ii) Add for centering and shuttering =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
(I) Wall & Fins
Rate as per (Basic Rate of RCC M-25)
Add for centering and shuttering
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
Providing reinforced cement concrete work of M-20 grade with 20mm and down grade black hard granite crusher broken chips including cost of all materials labours ,T&P, carriage, royalti, taxes, etc. with watering and curing , all complete. (Item-4, AR-2006)
(A.R.-2006, Page No - 50, Item No. - 4)
Data for 15 Cums.
a) Materials
20mm size Granite C.B. metal
10mm size Granite C.B. chips
Cement
Total =
b) Labour
Mason Second Class
Mulia
Total =
c) Machinery
Cement Mixture
Generator
Total =
d) Over Head Charge 7.5 % of (a + b + c)=
e)Contractors Profit 7.5 % of (a + b+c )=
f) Cost of Carriage and Royalty of Materials
20mm size Granite C.B. metal
10mm size Granite C.B. chips
Cement
Total=
Total =(a+b+c+d+e+f) = Rs.
Providing HYSD reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete.
(A.R.-2006, Page No - 52, Item No. - 9)
a) Materials
Cost of rods including 5 % overlapping and wastage
Binding wire
Total =
b) Labour
Black smith special
Mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royalty of Materials
Total=
Total =(a+b+c+d) = Rs.
Total=
Add 1% Labour cess =
Total =
Say Rs.
1 st floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2 nd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
3rd floor
(i) Basic rate
(ii) Add 5 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
MASONARY BRICK WORK
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour, etc complete.
A/R-2006,Page No-71,Item No-3)
Data for 1 Cum.
a) Materials
Fly ash Brick 25cm × 12cm x 8cm
Cement
Total =
b) Labour
Mason Special
Mason Second class
Man mulia
Women mulia
Man mulia for preparing mortar etc.
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royalty of the materials
Brick 25cm × 12cm x 8cm
Cement
Total =
Total (a+b+c+d+e)=
Add 1% Labour cess =
Total = Rs
Say Rs.
Add for Super-structure =
basic rate=
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
1 st floor
(i) Basic rate
(ii) Add 15 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 15 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor
(i) Basic rate
(ii) Add 15 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:4) in Foundation and Plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour, etc complete.
A/R-2006,Page No-71,Item No-2)
Data for 1 Cum.
a) Materials
Fly ash Brick 25cm × 12cm x 8cm
Cement
Total =
b) Labour
Mason Special
Mason Second class
Man mulia
Women mulia
Man mulia for preparing mortar etc.
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royalty of the materials
Brick 25cm × 12cm x 8cm
Cement
Total =
Total (a+b+c+d+e)=
Add 1% Labour cess =
Total = Rs
Say Rs.
Add for Super-structure =
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
1 st floor
(i) Basic rate
(ii) Add 15 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
2nd floor
(i) Basic rate
(ii) Add 15 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor
(i) Basic rate
(ii) Add 15 % extra Labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total =
Add 1% Labour cess =
Total =
Say Rs.
Brick work with C.B Bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour, etc complete.
A/R-2006,Page No-71,Item No-3)
Data for 1 Cum.
a) Materials
Fly ash Brick 23cm × 11cm x 8cm
Cement
Total =
b) Labour
Mason Special
Mason Second class
Man mulia
Women mulia
Man mulia for preparing mortar etc.
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royalty of the materials
Brick 23cm × 11cm x 8cm
Cement
Total =
Total (a+b+c+d+e)=
Add 1% Labour cess =
Total = Rs
Say Rs.
Add for Super-structure =
basic rate=
Total =
Add 1% Labour cess =
Total = Rs
Say Rs.
PLASTERING
12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as per the direction of E.I.C.
Ref :-A/R - 2006 ,P- 103, Item No - 4
(OUT SIDE)
a) Materials
Cement
Total =
b) Labour
Man mulia for mixing sand & cement in small quantities and watering.
Mason Second class
Man mulia
Women mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royality of Materials
Cement
Total =
Total (a+b+c+d+e) =
Add 1% Labour cess =
Total =
Or, Say
1st floor
Add 1% Labour cess =
Total =
Say Rs.
2 nd floor
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor
Add 1% Labour cess =
Total =
Say Rs.
16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of E.I.C.
Ref :-A/R - 2006 ,P- 105, Item No - 14
(IN SIDE)
a) Materials
Cement
Total =
b) Labour
Man mulia
Mason Second class
Man mulia
Women mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royality of Materials
Cement
Total =
Total (a+b+c+d+e) =
Add 1% Labour cess =
Total =
Say Rs.
1st floor
Add 1% Labour cess =
Total =
Say Rs.
2 nd floor
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor
Add 1% Labour cess =
Total =
Say Rs.
6 mm thick C.P. (1:4) to RCC surfaces finished smooth including closed deep chiping and slury treatment , watering, curing cost, carriage & royalty of all materials, cost of all labour, etc complete as per the direction of E.I.C. Ref(A/R-2006,P-103,Item no-27)
Ref :-A/R - 2006 ,P- 109, Item No - 27
Per 1 Sqm
a) Materials
Sand(Screened & Washed)
Cement
Total
b) Labour
Mulia
Mason Second class
Man mulia
Women mulia
Labour for closed deep chipping & cleaning (Man Mulia)
Total =
(c) Over head charges 7.5 % of (a+b)
(d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royality of Materials
Cement
Total =
Total (a+b+c+d+e) =
Add 1% Labour cess =
Total =
Say Rs.
1 st floor
Basic rate
3% extra on labour
Over head charges 7.5 % of (a+b)
Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Total =
Say Rs.
2 nd floor
Basic rate
3% extra on labour
Over head charges 7.5 % of (a+b)
Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor
Basic rate
3% extra on labour
Over head charges 7.5 % of (a+b)
Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Total =
Say Rs.
2.5 cm. Damp proof course with C.C. (1:2:4) using 12mm. Size hard broken granite Chips
per1 Sqm.
a) Materials
12mm size Granite C.B. chips
Cement
Total =
b) Labour
Mason Second Class
Mulia
Total =
c) Over Head Charge 7.5 % of (a + b )=
d)Contractors Profit 7.5 % of (a + b )=
e) Cost of Carriage and Royalty of Materials
12mm size Granite C.B. chips
Cement
Total=
Total =(a+b+c+d+e) = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
20 mm thick C.P (1:4) to RCC surfaces finished smooth including closed deep chiping and slury treatment , watering,curing cost, carriage,royalty of all materials, labour,etc. (Ref.:-A/R-2006,P-106,Item no-17)
a) Materials
Cement
b) Labour
Mason 2nd class
Mulia
Over head charges 7.5%
Contractor s Profit 7.5%
d) Lead & Rayality of
Cement
Labour Wellfare Cess 1 %
Or, Say
1 st floor
Basic rate
3% extra on labour
Over head charges 7.5 % of (a+b)
Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Total =
Say Rs.
2 nd floor
Basic rate
3% extra on labour
Over head charges 7.5 % of (a+b)
Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Total =
Say Rs.
25mm thick CC 1:2:2 with 6mm size CB chips for grading concret over roof slab etc. complete.
a) Materials
6mm chips
Cement
b) Labour
Mason 1st class
Mulia
Over head charges 7.5%
Contractor s Profit 7.5%
d) Lead & Rayality of
6mm chips
Cement
Labour Wellfaire Cess
Say Rs.
1st Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
2 nd Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
3 rd Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
40mm thick grading concrete (1:2:4) on roof slab with 12mm & down grade size black hard granite chips for old work.
AR-2006 CONCRETE PAGE NO-48
a) Materials
12mm chips
6mm chips
Cement
b) Labour
Mason 1st class
Mulia
Man mulia for mixing chips sand and cement
Over head charges 7.5%
Contractor s Profit 7.5%
d) Lead & Rayality of
12mm chips
6mm chips
Cement
Labour Wellfaire Cess
Say Rs.
1st Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
2 nd Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
3 nd Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
2.5cm thick Artificial Stone Flooring with CC 1:2:4 with 12mm size BHG chips including cost of all materials, labour, etc. complete. (Ref.:-A/R-2006,P-85,Item no -2)
a)Materials
12mm chips
Cement
b) Labour
Mason 1st class
Mulia
Over head charges 7.5%
Contractor s Profit 7.5%
d) Add Lead & Royality of
12mm chips
Cement
Labour Wellfaire Cess
Say Rs.
1st Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
Say Rs.
2 nd Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
Say Rs.
3 rd Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
Say Rs.
12mm thick cement plaster (1 : 4) over brick work with cement punning for skirting per 1 Sqm.
a) Materials
Sand(Screened and washed)
Cement 0.0045 cum
b) Labour
Manson 2nd Class
Man Mulia
Women Mulia
Man Mulia for mixing Sand & Cement
Total
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Say Rs.
CEMENT PUNNING for skirting per 1 Sqm.
a) Materials
Cement 0.0008 cum
b) Labour
Manson Special
Women Mulia
Total
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
1st Floor
Add for 1st floor
Over head charges 7.5%
Contractor s Profit 7.5%
Labour Wellfaire Cess
FLOORING
Supplying, fitting and fixing tile in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, etc. required for the work all complete as per direction of E.I.C.
Data for 10 Sqms.
a) Materials
Cement
Cement for slurry
White Cement
Epoxy Selant for Grouting
Total =
b) Labour
Mason Special
Mulia
Semi skilled mulia for rubbing
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royality of Materials
Cement
Cement for slurry
White Cement
Total=
Total =(a+b+c+d+e) = Rs.
For 1 Sqm = Rs.
Add 1 % Labour Cess =
Total=
Say Rs.
Cost of Tile
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2 nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Cost of Tiles
Basic rate=
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % L abour Cess=
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Basic rate=
Cost of Tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % L abour Cess=
Say Rs.
Say Rs.
Basic rate=
Cost of Tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % L abour Cess=
Say Rs.
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Basic rate=
Cost of Tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % L abour Cess=
Say Rs.
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Cost of Tile
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Wellfaire Cess
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2 nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Cost of Tile
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Wellfaire Cess
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2 nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Providing fixing tiles in floors or steps and landing on 25 mm thick bed in cement mortar 1:1 jointed with neat cement slurry with pigment to match the shade of tiles including rubbing and polishing but including cost of tiles. (As per A.R. 89/16)
Data for 10 Sqms.
a) Materials
Cement
Cement for grouting
Cement for slurry
Epoxy Selant for Grouting
Total =
b) Labour
Mason Special
S.S.Mulia
Mulia
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royality of Materials
Cement
Cement for slurry
Total=
Total =(a+b+c+d+e) = Rs.
For 1 Sqm = Rs.
Add for Wax polish
Add 1% Labour cess =
Total = Rs
Say Rs.
Cost of Tile
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Wellfaire Cess
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Cost of Tile
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Wellfaire Cess
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2 nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Cost of Tile
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Welfare Cess
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Basic rate=
Cost of Tiles
Over head charges 7.5 %
Over head charges 7.5 %
Total=
Add 1 % Labour Cess =
Say Rs.
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
basic rate
Cost of tiles
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Wellfaire Cess
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2 nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
basic rate
Cost of tiles
Over head charges 7.5 %
Contractor s Profit 7.5 %
Labour Welfare Cess
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
2 nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
3 rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
SAY TOTAL=
Fixing tiles in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost, carriage, cost of all labour etc. complete.
(A.R.-2006, Page No - 90, Item No. - 17)
Data for 10 Sqms.
a) Materials
Cement
Cement for slurry
Epoxy Selant for Grouting
Total =
b) Labour
Mason Special
Mulia
Semi skilled Mulia for Rubbing
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
e) Cost of Carriage and Royality of Materials
Cement
Cement for slurry
Tiles
Total=
Total =(a+b+c+d+e) = Rs.
For 1 Sqm = Rs.
Add 1% Labour cess =
Total = Rs
Say Rs.
Cost of tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
2 nd floor
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 %
iv) Contractor s Profit 7.5 %
Total=
Add 1 % Labour Cess =
TOTAL =
3 rd floor
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 %
iv) Contractor s Profit 7.5 %
Total=
Add 1 % Labour Cess =
TOTAL =
Cost of tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
3rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
Cost of tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
3rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
Cost of tiles
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Add 1% Labour cess =
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
2nd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
3rd floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
Supplying and fixing of 60mm thick cement concrete interlocking paver block of M-30 grade of approved make, design, color and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect confirming to IRC SP-63:2018 as directed by the Engineer-in-Charge.
Data for 10 sqm
Bedding layer 50mm thick
with coarse sand =10.00sqm
Filling joints with fine sand
Paver block M-40 80mm
Mason 1st class
Mason 2nd class
Man mulia
Man mulia
Total(A+B)
Total
Transportaion of paver block
Total
1% labour cess
Total
Rate per sqm
Say Rs.
Painting two coats with approved paint on old wood work with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge. (As per A.R. 94/5)
Old Wood Work
Ground Floor
Cost of Labour (Data per 9.3 Sqm)
Painter special Class
Mulia
Man Mulia for preparation of Surface.
Overhead Charges 7.5%
Contractor s Profit 7.5%
Rate per 1 Sqm
Cost of enamel paint
Total Cost per 1 Sqm
Labour Wellfaire Cess
Total
Total (22+23)
Or, Say
Painting two coats with approved paint on old iron work with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge. (As per A.R. 93/3)
Old Iron Work
Ground Floor
Cost of Labour (Data per 9.3 Sqm)
Painter special Class
Mulia
Man Mulia for preparation of Surface.
Overhead Charges 7.5%
Contractor s Profit 7.5%
Rate per 1 Sqm
Cost of enamel paint
Total Cost per 1 Sqm
Labour Wellfaire Cess
Total
Total (22+23)
Or, Say
Priming one coat with Red Oxide primmer including cost of primmer & labour to give an even shade excluding cost of primer. (As per A.R. 93/1)
Data for 9.30 m2
a) Labour
Painter special class
Mulia for preparation of surface.
Overhead Charges 7.5%
Contractor s Profit 7.5%
New Iron Work
Ground Floor
b) Cost of Labour as above
c) Material
Cost of Red Oxide primmer @ 0.075 Lit / Sqm
Carriage
Labour Wellfaire Cess
Total
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge. (As per A.R. 93/3)
New Iron Work
Ground Floor
Cost of Labour (Data per 9.3 Sqm)
Painter special Class
Mulia
Man Mulia for preparation of Surface.
Carriage
Overhead Charges 7.5%
Contractor s Profit 7.5%
Rate per 1 Sqm
Cost of enamel paint
Total Cost per 1 Sqm
Labour Wellfaire Cess
Total
Total=
Or, Say
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
iii) Over head charges 7.5 % of (a+b)
iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1 % Labour Cess =
TOTAL =
Finishing wall surface with Cement based wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labour etc. complete.
Ref :-A/R - 2006, P-236, Item No - 2
Data for 10 Sqm
(a) Materials
Cement based Putty
Total =
(b) Labour
Painter 2nd class
Mulia
Carriage
Total =
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total (a+b+c+d)=
Rate per Sqm =
Add 1% Labour cess =
Total = Rs
Say Rs.
1st floor:-
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (ii)
(iv) Contractor s Profit 7.5 % of (ii)
Total=
Add 1% Labour cess =
Total=
Say Rs.
2 nd Floor
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (ii)
(iv) Contractor s Profit 7.5 % of (ii)
Total=
Add 1% Labour cess =
Total=
Say Rs.
3 rd Floor
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (ii)
(iv) Contractor s Profit 7.5 % of (ii)
Total=
Add 1% Labour cess =
Total=
Say Rs.
Priming 1 coat with wall primer Water bond Wall Primer including all labour, materials etc. complete.
Ref :-A/R - 2006 ,P - 93, Item No- 1
Data for 9.3 Sqm.
a) Labour
Painter Special
Man mulia for preparation of surface.
Total=
b) Material
Wall Primer
Carriage
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
For 1 Sqm=
Add 1% Labour cess =
Total =
Say Rs.
1st floor:- (For Outside)
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
1st floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
2nd floor:- (For Outside)
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
2 nd floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor:- (For Outside)
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
3 rd floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Distempering one coat to walls with distemper of approved shade on old work to give an even shade exculding cost of distemper.
Per 1 Sqm
Data for 10 Sqm
a) Labour
Painter (special)
Man Mulia
Man Mulia for preparation of surface.
b) Overhead Charges
c) 2% Kerosine Oil, Sundries T & P etc. on (a)
d) Contractor's Profit
Total
Rate per unit
Distemper
CARRAIGE
Labour Cess@ 1%
1st floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Distempering two coats to walls with distemper of approved shade on new work to give an even shade exculding cost of distemper.
Per 1 Sqm
Data for 10 Sqm
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of surface.
Material
Distemper
CARRAIGE
b) Overhead Charges
d) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
1st floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
2nd floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Wall painting two coat with any approved weather coat paint including cost of all materials, labour and T&P require for the work etc. complete as directed by the E.I.C. (Data for 10Sqm)
Painter (special)
Total A
Total A+ B
Over head charges 7.5%
Contractor's profit 7.5%
CARRIAGE
Total B
Add Labour Cess 1%
Rate total
1st floor:- (For Outside)
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Say Rs.
2nd floor:- (For Outside)
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
3 rd floor:- (For Outside)
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of paint etc complete.
Ref :-A/R - 2006 ,P - 99, Item No-20
Data for 10 Sqm.
a) Labour
Painter Special
Man mulia
Man mulia for preparation of surface.
Total=
Add cost of plastic emulsion paint
CARRAIGE
b) Over head charges 7.5 % of (a+b)
c) Contractor s Profit 7.5 % of (a+b)
Total=
For 1 Sqm=
Total=
Add 1% Labour cess =
Total =
Total =
1st floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
2 nd floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
3 rd floor:- (For Inside)
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Providing, fitting, fixing of AI. Door with OEL anodized AI. Door section of 9202 as vertical member, 9201 as top member & 9200 as bottom and middle member & 12mm thick pre-laminated board fixed on door frame by means of tapered clip no. 4660 and the frame to be completed by means of jointing angle no. 1855 including all cost of labour, hire charges of drilling machine, labour charges, etc. complete.
Data per 2.16 Sqm
a ) Profile
AI. Section No 9202 4.06m @ 1.202 Kg/M =
AI. Section No 9201 1.07m @ 1.299 Kg/M =
AI. Section No 9200 2.13m @ 1.974 Kg/M =
AI. Section No 4660 16.65m @ 0.169 Kg/M =
AI. Ang. Section No 1855 2.44m @ 0.518 Kg/M =
total
Wastage 10%
12mm thick prelaminated Novapan board
Wastage 10%
Market price after Gst = 39/sqft
b ) Accessories
4" anodized Al hinges
U rubber beading
Door stopper
Handle
6 level mortice lock
Automatic door closer (spring)
Hire charges of drilling machine
Aluminium screws adhesive
c) Labour
High Skilled
Semiskilled
Over head charges 7.5%
Contractor s Profit 7.5%
Rate per 2.16 Sqm (a+b+c+d+e+f)
Rate per 1 Sqm (a+b+c+d+e+f) / 2.16
Say Rs.
Say Rs.
Providing fitting and fixing up partition walling OEL aluminum anodized section No.9210 and 9207 as single groove and double groove respectively as horizontal and vertical member and OEL section 4660 as Tapered clip for fixing up 12mm thick pre laminated board jointing angle No. 1855 etc. and jointing angle No. 1855 etc.
Data for 6'-10" x 7'-6" = 51.22Sft or 4.76 Sqm
a ) Profile
Al. Section No 9210 8.74 m @ 1.377Kg/M =
Al. Section No 9207 4.37 m @ 1.424Kg/M =
Tappered Clip Sec. No 9207 [email protected]/M=
Al. angle Sec. No 1855 [email protected]/M=
total
Wastage 10%
12mm thick prelaminated Block board
Wastage 10%
Market price after Gst = 39/sqft
b ) Accessories
U rubber beading
PVC Rawl plug
3"Screws
Screws 50 mm x 8mm
Hire charges of drills machine
c) Labour
Carpenter 1st class
Mulia
Over head charges 7.5%
Contractor s Profit 7.5%
Rate per 2.16 Sqm (a+b+c+d+e+f)
Rate per 1 Sqm (a+b+c+d+e+f) / 2.16
Say Rs.
Say Rs.
Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless aquare pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect.
Data for 3.26 Rmt
a) Materials
Railing 50 mm outer dia of 2 mm thick 3.26 rmt @ 3.50 Kg/Rmt
Balustrade of size 32mm x 32mm x 2mm (4x 0.90m = 3.60 mtr @ 1.70 Kg/Rmt) =
Stainless steel square pipe bracing of size 32 mm x 32mm x 2mm in 3 row (3x3.26m = 9.78mtr @ 1.70 Kg/Rmt)
Fabrication
Bulfing, Polishing etc. 2 % =
Total =
b) Labour
High Skilled Labour
Semi Skilled Labour
Total =
Total (a+b) =
(c) Over head charges 7.5 % of (a+b)
(d) Contractor s Profit 7.5 % of (a+b)
Total (a+b+c) =
Rate for 1 kg =
Add 1% Labour cess =
Total = Rs
Say Rs.
Supplying, fitting, fixing up window (sliding type) made up aluminum Section 151-154, 151-155, as windows frame section No. 151- 155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-incharge. Data for 1.49 sqm
Total
PVC plug
Al. Screws of different sizes
U rubber beading
5mm thick black glass
Wastage 10%
Al. wheel runner
Handle with lock
Hire charges of drills machine
b) Labour
Carpenter 1st class
Mulia
c) O.H.C + Contractor profit @ 15% on (a+b)
Total (a+b+c)
Rate per Sqm
Supplying of M.S. Door, Window with grills, Grills made out of M.S. Angle frame, M.S. Flat, Sheet etc of approved section & design, electrically welded properly with all necessary locking arrengement, and 1 coat red oxide primer including cost of all materials, labour charges, carriage of materials to site etc. complete.
a) labour
2nd class mason
Labour
As per S/R-2006,P-134,Item No.5
Hence for 1sft
concidering weight of grill 3.5kg/sft
Labour rate for 1 kg
b) materials
Rate as per E.P.M
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
Conveyance of Grill
Add Labour cess 1%
Or, Say
1st floor:-
Basic Rate: =
(ii) Add 5 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Supplying of M.S. Door, Window with grills, Grills made out of M.S. Angle frame, M.S. Flat, Sheet etc of approved section & design, electrically welded properly with all necessary locking arrengement, and 1 coat red oxide primer including cost of all materials, labour charges, carriage of materials to site etc. complete.
a) labour
2nd class mason
Labour
As per S/R-2006,P-134,Item No.5
Hence for 1sft
concidering weight of grill 2.25kg/sft
Labour rate for 1 kg
b) materials
Rate as per E.P.M
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
Conveyance of Grill
Add Labour cess 1%
Or, Say
Iron work wrought and put up in grated doors windows & cage latrines (per qntl)
Data for =0.508 Qntl
a) Labour
Black smith-special
Black smith(2nd class)
Fitter -special
Fitter (2nd class)
Helper
Man Mulia
Total labour cost for 0.508qntl
labour cost for 1qntl
b)Cost of steel
b) Overhead Charges
c) Contractor Profit
Labour cess
Say Rs.
M.S Truss made out of Square Hollow Section of different sizes of grade YST-310.
Rate as per price list of JINDAL rates
For 50 X 50 X 4 SHS
Per Rmt=
Per Kg Rate= @
Hoisting joists and trusses and Placing in position (Labour only) including cost of all labour, T&P etc. as per direction of EIC
Add Labour cess @ 1 %
Rate per Qtl
Per Kg
M.S Truss made out of Channel Section of different sizes of grade YST-310.
Rate as per price list of JINDAL rates
For ISMC 125 X 65
Per Rmt=
Per Kg Rate= @
Hosting joists and trusses and placing in position (Labour only) including cost of all labour, T&P etc. as per direction of EIC.
Add Labour cess @ 1 %
Per MT
Per Qtl
Per Kg
Iron work wrought and put up in trusses and record racks ( labour only)
output= 1Qntl
Data for =0.508 Qntl
a) Labour
Black smith(2nd class)
Fitter (2nd class)
Helper
Man Mulia
b) Overhead Charges
c) Contractor Profit
d) Sundries
total
Rate per cum
Labour cess
Drilling holes 6 mm to 12 mm dia in iron flats, angles, tees etc. above 10 mm thick & upto 16 mm thick with hand drill (labour only)
Data for 27 nos. of holes
Labour
Fitter( 2nd class)
Man Mulia
b) Overhead Charges
c) Contractor Profit
d) Sundries
total
Rate per cum
Labour cess
Providing fitting and fixing of false ceilling with Aluminium anodised T Section No. 3215 with 2'-0" center to center, L section No. 1705 upto 15 micron on 4 walls to be fixed by means of steel screw and P.V.C plug and the Aluminium grid 2'-0"x2'-0" suspended from ceiling etc complete (A/R Page No. 237/3)
Data for 14'-6" x 14'-6" = 210.25Sft or 19.53 Sqm
a)Materials
Aluminium anodised T Section No. 3215
Perimeter Angle Section No. 1705
P.V.C rawl plug
9" connecting hooks with nuts and washer
G I wire
12mm thick Prelaminated Novapan board including westage
65mm PVC Plug
Screws 50 mm x 8mm
Hire charges of drills machine
b)Labour
Carpenter 1st class
Mulia
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
Add Labour cess 1%
Or, Say
Providing and laying water proofs with polymeric bituminous membrane (Plastic felt) of 2.25Kg/Sqm and 1.5mm thickness consisting of layers having center core of 20 microns thermoplastic high molecular high density polyethylene H.M.H.D.P.E. film of grade 2504 including priming the surface with bituminous primer @ 0.3 Kg/Sqm providing a coat of hot blown bitumen of 1.32 kg / Sqm, applying and laying plastic felt membrane with 10 c.m overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen @ 1.2Kg/Sqm etc complete.
Data for 1Sqm
a) Materials
Bitumen
Fire wood
Const. of 1.5 mm plastic felt
b) Labour
Semi skilled labour
High skilled labour
Skilled labour
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
Add Labour cess 1%
Or, Say
1st Floor
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
2nd Floor
Basic Rate: =
(ii) Add 3 % extra labour
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Providing & fixing G.C.I. Sheet in roof including fixing of ridges wind ties etc. complete but excluding cost of fitting including drilling holes in wind ties etc. all complete(Page 126/33)
Data for 9.3 sqm.
Labour
Carpenter (Special)
Man Mulia
Total=
(b) Material
G.C.I sheet
Total= (a+b)
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Providing & fixing RIGID UPVC SHEET in roof including fixing of ridges wind ties etc. complete but excluding cost of fitting including drilling holes in wind ties etc. all complete(Page 126/33)
Data for 9.3 sqm.
Labour
Carpenter (Special)
Fitter (Special )
Man Mulia
Total=
(b) Material
RIGID UPVC SHEET
Total= (a+b)
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Say Rs.
Removing old lime or cement plaster from walls including raking out joints 12 mm deep and removing the debris within 50m lead
Data for 9.30 sqm
a) Labour
Man Mulia
Total =
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Cement Mortar 1:3 (1 cement : 3 sand)
Data for 1 cum
a) Material
Cement
b) Labour
Mazdoor
Total =
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
DSR. Item No.16.69
Details of cost 100 metre i.e. 100x0.375x0.20=7.50 cum.
No. of kerb stones =100/0.405=247 Nos Precast C.C. Kerb stone M - 25 = 247x0.40x0.375x0.20=7.41 cum
a) Materials
Precast C.C. Kerb stone M - 25
Mortar 1:3 for fixing joints = 246x1x[(0.115+0.20)/2] x 0.375x0.005= 0.073 cum.Cement mortar 1:3 (1 cement :3 coarse sand)
Labour for fixing of kerb stones
b) Labour
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Beldar
Coolie
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
Add Labour cess 1%
Or, Say
DSR. Item No.16.17
Details of cost for 30m MATERIAL G.I. barbed wire 30x9 = 270m +10x6.32 = 63m,Total = 333m 333m @9.38kg/100m =31.24kg = 0.31q
a) Materials
Cement Concrete (1:2:4) using 12mm size hard granite C.B. chips approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete and as directed by E.I.C.
Galvanised steel barbed wire
G.I. staples or binding wire
LABOUR
Labour for fixing costs in line, fixing and stretching wire
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Beldar
Blacksmith 1st class
Blacksmith 2nd class
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
b) Cost of Carriage and Royalty of Materials
Carriage of Barbed wire
TOTAL
Add Cess @ 1% on "Z"
Cost for 333m
Cost per m
Unit = 1 RM
Taking output = 1 m
a) Material
i) M.S Angle 75mm x 75mm x 6mm 2 x [email protected] per mtr=17.80kg
ii) M.S Plate 6mm thick 1x1.00mx0.150m=0.150sqm @47.10kg /sqm=7.065kg
iii) HYSD Bars 12mm dia 7nos @ 15cm C/C of 0.65m long 2x7x0.65m =9.10m @0.89kg /mtr = 8.099kg
iv) Cost of welding rod 1/2 packet required for fabrication
v) Cost of 12mm dia bolt
b) Labour
i)Labour for fabriaction
ii)Labour for fixing and transportation to site and painting of exposed iron with anti corrosive paints
C) Labour
i) Over head charges 7.5 %
ii) Contractor s Profit 7.5 %
Total =
Add Labour cess 1%
Say Rs.
Providing. fitting and fixing compression seal expansion joints as per approved drawing and technical specification
Taking out put =
rate as per S/R 2006, page 121, item no 19 (b)
Mortar 1:3 for fixing joints =
Superintending Engineer
Junior Engineer
Dhenkanal (R&B) Section-III
Dhenkanal
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer- in-charge within an initial lead of 1km from the place of excavation complete.
Item No. 16 & Page No. 19
Per 1 Cum
A. Excavation by Mechanical Means
Considering Hitachi Excavator of the following specification :
Capacity of Bucket =
Cycle time for one Bucket Excavation =
Bucket Fill Factor =
Overall Efficiency=
Taking effective working per hr = 50mins
Production per hour (loose earth)
Considering a swell factor of 0.86 for all kind of soil, Quantity of land excavation per hour =
Hire charge of excavator excluding supervision charges =
Cost of excavation per 1 cum = 2891.34/109.62 =
B. Transportation Cost
Capacity of Tipper (loose soil) =
Taking 80% carrying capacity, the capacity of Tipper =
a) Loading time = (Body capacity/Excavator output per min)
b) Loaded haul @20km/hr =
c) Empty haul @20km/hr =
d) Spotting, turning and unloading time =
Total cycle time =
Quantity to be carried per hour =
Considering a swell factor of 0.86 for all kinds of soil, Quantity of land excavation per hour =
Hire charge of Tipper excluding supervision charge per hour =
Depriciation of tyre & tubes = (6x9500/4000)
Hire charge of Tipper per hour =
Cost of transportation of all kinds of soil within initial lead of 1km = (915.09/20.54) =
Total of excavation and transportation = 111.23+65.85
Add for trimming of slope and bed manually =
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Add 1% Labour cess =
Total = Rs
Say Rs.
Wall painting with Textured Paint of approved quality of pattern as specified in drawing including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
Ref :-A/R - 2006 ,P - 99, Item No-20
Data for 10 Sqm.
a) Labour
Painter Special
Man mulia
Man mulia for preparation of surface.
Total=
Add cost of texture paint of approved quality make @1.25 Lt. /10 sqm ( Rs 3995/ Ltr )
Carriage
b) Over head charges 7.5 % of (a+b)
c) Contractor s Profit 7.5 % of (a+b)
Total=
For 1 Sqm=
Total=
Add 1% Labour cess =
Total =
Total =
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
80x1.25 mm M.S. laths with 1.25 mm thick top cover DAR-2023-V-1 Item No. 10.6.1 Page No. 747
Details of cost for a shutter of size 3mx2.5m = 7.5sqm.
Material
Rolling shutter made of 80x1.25 mm machine rolled laths
Top cover for rolling shutters 1.25 mm thick
27.5 cm long wire spring grade no 2 for rolling shutters
Carriage
Labour
Fitter (grade 1)
Beldar
Mason (brick layer) 1st class
Mason (brick layer) 2nd class
Sundries
Sub Total
Add Water charges
Sub Total
Add Contractor Profit
Add Overhead Charges
Sub Total
Add Labour Cess
Total Cost of 7.50 Sqm
Cost of 1 Sqm
Providing fitting and fixing of gypsum board false ceilling with aluminium anodised T Section No. 3215 with 2'-0" center to center, L section No. 1705 upto 15 micron on 4 walls to be fixed by means of steel screw and P.V.C plug and the Aluminium grid 2'-0"x2'-0" suspended from ceiling etc complete in all respect as per specification & direction of the Engineer-in-Charge.
Data for 14'-6" x 14'-6" = 210.25 Sft or 19.53 Sqm
a)Materials
Aluminium anodised T Section No. 3215
Perimeter Angle Section No. 1705
P.V.C rawl plug
9" connecting hooks with nuts and washer
G I wire
12.5 mm thick gypsum board of size 6' x 4'
65mm PVC Plug
Screws 50 mm x 8mm
Hire charges of drills machine
b)Labour
Carpenter 1st class
Mulia
c) Over head charges 7.5 %
d) Contractor s Profit 7.5 %
Add Labour cess 1%
Or, Say
Ply Board & Mica Work :- Ply work with mica Finishing including cost of all materials, labour & T&P etc complete as per direction of the Engineer-in-charge.
Data per 1 sqm
a) Materials
Plywood (16 mm thk)
Horizontal
Mica(1.5 mm thk)
Clamp
WI Hinges
M.S. Screws (20x5 mm)
M.S. Handle (150mm)
Adhesive
Total =
b) Labour
Semi Skilled
Carpenter
Total =
c) Sundries
Total =
Grand Total =
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Louvers Paneling Work :- Louvers work for wall paneling including cost of all materials, labour & T&P etc complete as per direction of the Engineer-in-charge.
Data per 1 sqm
a) Materials
Plywood (12 mm thk)
Horizontal
Charcoal Sheet
Clamp
M.S. Screws (20x5 mm)
Adhesive
Total =
b) Labour
Man Mulia
Carpenter
Total =
c) Sundries
Total =
Grand Total =
(iii) Over head charges 7.5 % of (a+b)
(iv) Contractor s Profit 7.5 % of (a+b)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Compacting and watering upto O.M.C. rolling earth work with P.R.R. in embankment in layers not exceeding 0.23m by power road roller (measurement to be taken on the finished compacted section of the fill under O.M.C. condition) as directed by the Engineer-in-Charge.
1. Hire and running charges of P.R.R. Rs. 1026.27/hr (considering a roller will compact 425 cum/day)
for 100 cum of earth
2. Cost of watering with an av. Lead of 5km by truck (considering carrying water 20No.s of maxphalt drums in each trip) 5 trips of water required for 390cum of earth
for 100 cum of earth
3. Labour charges for sprinkling water, labour required for 390 cum 50 No.s
for 100 cum of earth
Man mulia
Grand Total =
Over head charges 7.5 % of (1+2+3)
Contractor s Profit 7.5 % of (1+2+3)
Total=
Add 1% Labour cess =
Total =
Say Rs.
Double stage centering and shuttering for roof slabs Balconies and projections above 3.60m and upto 7.20m heights. (Item No. 10 (viii) Page No. 55)
Data for 9.30 Sqms.
a) Materials
38mm. Non Sal planks
Non sal wood scantiling 25mm
80mm dia salbullah
120mm dia salbullah
Carriage of wood
For one time use cost
b) Labour
Carpenter Second Class
Semi skilled Mulia
Total=
c) Over head charges 7.5 % of (a+b)
d) Contractor s Profit 7.5 % of (a+b)
Total=
Rate for 1.00Sqm=Total/9.30
Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead.
per 1 SQM
(A.R.-2006, Page No - 219, Item No. - 18)
Consider a door of(1.22m X 2.13m= 2.6 sqm)
a) Labour
Carpenter (2nd Class)
Man mulia
Semi skilled mulia
b) Overhead Charges
d) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate per unit
Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead.
(A.R.-2006, Page No - 221, Item No. - 24)
per 1 cum
a) Labour
Man Mulia
Semi skilled mulia
b) Overhead Charges
c) Contractor's Profit
Total
Add Labour cess 1%
Total Rate
Rate per unit
Dismantling brick or stone masonry in cement mortar 3m. Height including stacking the useful materials for reuse and removing the debris within 50m. Lead.
(A.R.-2006, Page No - 214, Item No. - 3)
Data for 2.83 Cum
a) Labour
Man Mulia
Woman mulia
Over Head Charge 7.5 % =
Contractor's Profit 7.5 % =
Total=
Rate for 1.00 Cum=
Add 1% Labour cess =
Total = Rs
Say Rs.
Providing and fixing GI chicken wire mesh 24 gauge and 12 mm mesh and 300 mm wideth for construction joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and pegs/nails with nailing machine as required before pastering etc. complete .
Details of cost for 10 Sqm
Material
Chicken wire mesh required for reinforcement =2.5x4=10.00 sqm + Add 2% wastage=0.20 sqm=10.2 sqm.
Rabbit wire mesh
Carriage of wire mesh and nails etc.
Labours
Carpenter 1st class
Beldar
Scaffolding
Sundries
Sub total
Add 1% water charges
Sub total
Add 15% CPOH on Total
Total
Add cess @ 1%
Cost of 10 Sqm
Cost of 1 Sqm
ANALYSIS OF RATE
Ref. : Item No. 3.8 / DAR 2023
Detail of cost for 1 Cum
MATERIAL
(0.357 cum. of cement = 0.51 tonne) Cement required for cement mortar is 35.70%
LABOUR-For measuring, carrying, depositing and mixing
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Ref. : Item No. 3.9 / DAR 2023
Detail of cost for 1 Cum
MATERIAL
(0.268 cum. of cement = 0.38 tonne) Cement required for cement mortar is 26.80%
LABOUR-For measuring, carrying, depositing and mixing
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Ref. : Item No. 3.11 / DAR 2023
Detail of cost for 1 Cum
MATERIAL
(0.268 cum. of cement = 0.38 tonne) Cement required for cement mortar is 26.80%
LABOUR-For measuring, carrying, depositing and mixing
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Ref. : Item No. 3.3 / DAR 2023
Detail of cost for 1 Cum
MATERIAL
(0.268 cum. of cement = 0.38 tonne) Cement required for cement mortar is 26.80%
LABOUR-For measuring, carrying, depositing and mixing
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Ref. : Item No. 3.10 / DAR 2023
Detail of cost for 1 Cum
MATERIAL
(0.268 cum. of cement = 0.38 tonne) Cement required for cement mortar is 26.80%
LABOUR-For measuring, carrying, depositing and mixing
Hire and running charges of mechanical mixer
Sundries
Cost of 1.00 cum
Item No.
Ref. : Item No. 4.17 / DAR 2023
Detail of cost for 10 sqm
MATERIAL
Brick Aggregate (Single size) : 40 mm nominal size
Carriage of Brick aggregate
MATERIAL Qty. of cement concrete 1:3:6 on 10 sqm. area = 0.5cum.
Labour (for C.C 1:3:6)
Hire and runing charges of mechanical mixer
Sundries
LABOUR
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
TOTAL
Add Cess @ 1% on "Z"
Cost of 10.00 sqm
Cost of 1.00 sqm
Item No.
Ref. : Item No. 4.10 / DSR 2021
Details of cost for 10 sqm
MATERIAL
Cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 12.5 mm nominal size) 10x0.040 = 0.40 cum
Sundries (Form work etc.)
TOTAL
Add 1 % Water charges on "W-A"
TOTAL
Add 15% CPOH on "Y-A"
TOTAL
Add Cess @ 1% on "Z-A"
Cost for 10 sqm
Cost for 1 sqm
Item No.
Ref. : Item No. 4.12 / DSR 2021
Details of cost for per bag of 50kg. of cement
MATERIAL
Approved waterproofing’materials according to the recommended proportions
Water proofing materials
Carriage of water proofing material and labour for mixing etc.
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
TOTAL
Add Cess @ 1% on "Z"
Cost per bag of cement of 50kg.
Item No.
Ref. : Item No. 4.13 / DSR 2021
Details of cost for 10sqm.
MATERIAL
Paving bitumen VG-10 of approved quality
Kerosene oil Fuel for heating
Coal (steam)
Carriage of Tar bitumen
LABOUR
Cleaning surface and applying kerosene oil
Sundries (Carriage of kerosene, steam coal, brushes, T&P etc.)
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
TOTAL
Add Cess @ 1% on "Z"
Cost for 10 sqm.
Cost of 1 sqm.
Item No.
Add 1 % Water charges
Add 15% CPOH
Cost of 1.00 sqm
Item No.
Detail of cost for a room 4.50x3 = 13.50 sqm, height 3.5 m
MATERIAL
Adding for maintenance @ 10% of cost Taking salvage value after full use of material @ 25% of cost
Rate as per Item No.10.1 of SH:Steel Work
Plates (size 0.75 x 0.60) Angle 40x40x5mm 2x0.75 = 1.50 m 2x0.60 = 1.20 m = 2.70 m @ 3.00 kg/m = 8.1 kg Weight of one plate = 8.10kg Add for wastage @ 5% = 0.41 kg Total = 8.51kg Total weight of all plates = 5x6x8.51 = 255.30 kg. Qty taken for cost using once.= 255.30x0.85/40 = 5.425 kg Welding length = (30x32)/40=24 cm
Welding by electric plant
Water proof ply 12mm thick.
1x4.50x3.00=13.50sqm Add wastage @ 5% =0.68sqm Total 14.18sqm Qty taken for cost using once 14.18/8 = 1.77sqm
Carpenter 2nd class
Beldar
Bolts and nuts upto 300 mm in length
Adjustable span ESO+SI (2.35-3.40)
Qty taken for cost using once = 5x0.85/40 = 0.10625
Adjustable telescopic prop 3 m (2.02-3.75 m)
Qty taken for cost using once = 6x0.85/40 = 0.1275
Assembly nut & bolts etc.
Carriage
LABOUR
Fitter (grade 1)
Beldar
Shuttering oil
Sundries
Add 1 % Water charges (W-A)
Add 15% CPOH (X-A)
Add Cess @ 1% on "Z"
Cost of 13.5 sqm
Cost of 1.00 sqm
Item No.
Details of cost for a beam of 6 m clear span, 0.50 m deep 0.30 m wide and height 3.5 m from floor Cubical contents 6.60x0.5x0.3 = 0.99 cum 1x1.30x6.00 = 7.80 sqm
MATERIAL
Assuming shuttering will become unserviceable after use of 8 times
Add maintenance charges @ 10% of cost of material Less salvage value of material after full use @ 25% of cost of material
Rate as per Item No.10.1 of SH:Steel Work
Steel plates for side and bottom (plate size 1.20 x 0.50m) A Angle 40x40x5mm (both sides) & bottom 2x(2x1.20) = 4.80 +(2x1.2) =7.20m 2x(3x0.50)=3.00+(3x0.30)=3.9m 11.10 m @ 3.00 kg/m =33.30 kg Weight of one plate = 11.70 kg. Add for wastage =1.67kg. Total =34.97 kg. Total weight of all plates 5x34.97 = 174.85 kg Qty taken for cost of using once = 174.85x0.85/40 =3.72 kg Welding length 480/40= 12 cm
Welding by electric plant
Water proof ply 12mm thick.
1x1.30x6.00 = 7.80 sqm Add 5% wastage = 0.39 sqm Total = 8.19 sqm Qty taken for cost of using once 8.19/8 sqm= 1.02 sqm
Carpenter 2nd class
Beldar
Bolts and nuts upto 300 mm in length
Adjustable telescopic prop 3 m (2.02-3.75 m)
Qty taken for cost using once = 6x0.85/40 = 0.1275
Adjustable telescopic prop 3 m (2.02-3.75 m)
Qty taken for cost using once = 6x0.85/40 = 0.1275
Assembly nut & bolts etc.
Carriage
LABOUR
Shuttering oil
Sundries
Add 1 % Water charges (W-A)
Add 15% CPOH (X-A)
Add Cess @ 1% on "Z"
Cost of 7.80 sqm
Cost of 1.00 sqm
Item No.
Cement mortar 1:6 (1 cement : 6 coarse sand)
Ref. : Item No. 7.1.1 / DSR 2021
Details of cost for 1 cum
MATERIAL
Stone for masonry work
Through and bond stone size 24 x24 x39 cm Carriage:
Carriage of Soling stone & masonry stone 7.00x24cmx24cmx39cm = 0.16 cum. 1.00cum. + 0.16 cum. = 1.16 cum. Cement mortar 1 : 6 (1 cement : 6 coarse sand)
LABOUR
Cement concrete 1:6:12
Sundries
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 1 cum
Item No.
Cement mortar 1:6 (1 cement : 6 coarse sand)
Ref. : Item No. 7.2.1 / DSR 2021
Details of cost for 1 cum
MATERIAL
Stone for masonry work
Through and bond stone size 24 x24 x39 cm Carriage:
Carriage of Soling stone & masonry stone 7.00x24cmx24cmx39cm = 0.16 cum. 1.00cum. + 0.16 cum. = 1.16 cum. Cement mortar 1 : 6 (1 cement : 6 coarse sand)
LABOUR
Cement concrete 1:6:12 Extra labour for lifting of material (above floor two level up to floor five level)
Sundries
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 1 cum
Item No.
Square or rectangular pillars
Ref. : Item No. 7.4.1 / DSR 2021
Details of cost for 1 cum
LABOUR
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 1 cum.
Item No.
Ref. : Item No. 6.13.2 / DSR 2021
Details of cost for 10 sqm. MATERIAL
Cement mortar 1 : 4
Sundries & Scaffolding
LABOUR
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 10 Sqm
Cost for 1 Sqm
Item No.
Ref. : Item No. 6.14 / DSR 2021
Details of cost for 59.83 sqm per four floors .
Mobile crane
TOTAL
Add 1 % Water charges on "W"
TOTAL
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 59.83 Sqm
Cost for 1 Sqm
Item No.
Area of slab upto 0.50 sqm
Ref. : Item No. 8.2.2.1 / DAR 2021
Details of cost for 0.50 sqm.
MATERIAL Mirror polished granite= 0.50 sqm.+ Wastage 5% 0.025 sqm.= 0.525 sqm
20mm thick Cement mortar 1 : 4 (1 cement : 4 coarse sand)
LABOUR
Moulding and edge polishing
Sundries apoxy resin & cutting machine etc.
Add 1 % Water charges on "W"
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 0.50 sqm.
Cost for 1.00 sqm
Item No.
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
Ref. : Item No. 8.2.2.2 / DAR 2021
Details of cost for 2.00 sqm.
MATERIAL Mirror polished granite = 2.00 sqm.+ Wastage 5% = 0.10sqm, Total = 2.10 sqm
20mm thick Cement mortar 1 : 4 (1 cement : 4 coarse sand)
LABOUR
Moulding and edge polishing
Sundries apoxy resin & cutting machine etc.
Add 1 % Water charges on "W"
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 2 sqm.
Cost for 1.00 sqm
Item No.
Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect.
Ref. : Item No. 9.21.2/ DAR 2021
Details of cost for 2.2 sqm.
MATERIAL
Block board construction flush door with commercial ply on both faces 30 mm thick
Carriage of door
Fittings-For a door 2.2x1.0m = 2.20 sqm
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS :
12817 marked
Stainless steel screws 40 mm
LABOUR
For fixing shutter and fittings
Add 1 % Water charges on "W"
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 2.2 sqm.
Cost for 1.00 sqm
Item No.
Ref. : Item No. 9.23/ DAR 2021
Details of cost for 1 sqm. of door area
MATERIAL
Block board construction flush door lipping
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 1 sqm.
Cost for 1.00 sqm
Item No.
Ref. : Item No. 9.96.2/ DAR 2021
Details of cost for 10 nos. MATERIAL
Chromium plated Brass screws 25 mm
Carriage of materials
LABOUR
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 10 Nos
Cost for 1 Nos
Item No.
Ref. : Item No. 9.97.1/ DAR 2021
Details of cost for 10 nos. MATERIAL
Chromium plated Brass screws 30 mm
Carriage of materials
LABOUR
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 10 Nos
Cost for 1 Nos
Item No.
Ref. : Item No. 9.97.3/ DAR 2021
Details of cost for 10 nos. MATERIAL
Chromium plated Brass screws 30 mm
Carriage of materials
LABOUR
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 10 Nos
Cost for 1 Nos
Item No.
Ref. : Item No. 9.103 DAR 2021
Details of cost for 1 lock MATERIAL
Brass 100mm mortice latch and lock with6 levers without pair of handles
Pair of Anodised Aluminium lever handles for 100mm mortice latch and lock
LABOUR
Sundries including carriage of materials
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 1 lock
Cost for 1 lock
Item No.
Ref. : Item No. 9.127/ DAR 2021
Details of cost for 5.00 sqm MATERIAL Decorative laminate = 5.00 sqm Add wastage @ 10% = 0.50 sqm Total = 5.50 sqm
1.0mm thick decorative laminated sheet
Adhesive
LABOUR
Sundries i/c nails etc
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 5.00 sqm.
Cost for 1.00 sqm
Item No.
Ref. : Item No. 9.127/ DAR 2021
Details of cost for 10 nos. MATERIAL
Chromium plated Brass screws 25 mm
Carriage of materials
LABOUR
Total
Add 1 % Water charges on "W"
Total
Add 15% CPOH on "Y"
Total
Add Cess @ 1% on "Z"
Cost for 10 Nos
Cost for 1 Nos
Item No.
Ref. : Item No. 8.4 / DAR 2018
Details of cost for facia 1.5m long and 0.15m wide
LABOUR
Scaffolding, expoxy
Cement mortar 1 : 4 (1 cement : 4 coarse sand) 1.5x0.15x0.02 = 0.005cum.
Add 1 % Water charges on "W"
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost for 1.5 metre
Cost per metre
Item No.
Ref. : Item No. 10.2 / DSR 2021
Details of cost for a truss 7.6m clear span (weight = 3.95 quintal)
MATERIAL (i) Principal rafter (T-iron) 100x100x10mm @15kg/m = 142.50Kg+ Struts (angles)40x40x6mm 2x1.35=2.70m @ 3.5kg/m = 9.45kg Total =151.95kg+ Add wastage @ 5% = 7.60kg Total = 159.55kg. = 1.60q
Structurals such as tees,angles channels and R.S. joists ii) Ties (flats) 50x12mm 2x2.7 = 5.4m @4.7kg/m = 25.38kg+ Ties central (flats) 50x10mm 1x2.28 = 2.8m @3.90kg/m = 10.92kg.+ Braces (flats)40x10mm 2x1.84 = 3.68m @3.9kg/m = 14.35kg. Total = 50.65kg+ Add wastage @ 5% = 2.53kg. Total = 53.18kg. = 0.53q
Flats exceeding 10 mm in thickness iii) Gusset plates 10mm thick 1x0.74x0.35m = 0.259sqm.+ shoe 4x0.46x0.46 = 0.845sqm. Total = 1.104 sqm. 1.104sqm.@ 78.4kg/m = 86.55kg. 12mm plates at the point of principal rafter and strut- 2x0.3x0.2 = 0.12sqm.+ Tie beam, brace and strut- 2x0.5x0.3 = 0.30sqm.+ iii) Gusset plates 10mm thick 1x0.74x0.35m = 0.259sqm.+ shoe 4x0.46x0.46 = 0.845sqm. Total = 1.104 sqm. 1.104sqm.@ 78.4kg/m = 86.55kg. 12mm plates at the point of principal rafter and strut- 2x0.3x0.2 = 0.12sqm.+ Tie beam, brace and strut- 2x0.5x0.3 = 0.30sqm.+
Mild steel plates iv) 16mm dia. 50mm long rivets = 56 nos @ 0.10753 kg/each = 6.02168 kgs or 0.0602 quintal
Mild steel rivets (v) 20mm dia. (460mm long) holding down bolts with nut and washers, 4 Nos. @ 1.2125 kg/each = 4.85 kgs or 0.0485 quintal
20 mm dia holding down bolts
Carriage of Steel 0.160+0.053+0.091 +0.099+ 0.007+0.005) =0.415 tonne
LABOUR
Rate as per item no 13.50.3 of SH : Finishing
Sundries
TOTAL
Add 1 % Water charges on "W-A"
TOTAL
Add 15% CPOH on "Y-A"
TOTAL
Add Cess @ 1% on "Z-A"
Cost for 3.95 quintal
Cost of per kg.
Item No.
Hot finished seamless type tubes
As per DAR 2021 Item no. 10.16.2
Details of cost for a truss of span 8 metre weight = 119 kg.
MATERIAL
50mm dia. tube Tie beam- 1 x 8.0m = 8.00m + Principal rafter 2x4.30m = 8.60m = 16.60m 16.60m @ 5.10kg./ m = 84.66 kg. 40mm dia. tube Members = 2(0.45+1.25+0.90+2.15) Total= 2x 4.75 = 9.50m 9.50m @ 3.61kg/m = 34.60kg. Total = 118.96kg. Add wastage @ 5% = 5.94kg. Total=124.90kg. say 125 kg
Mild steel tubes hot finished seamless type
Carriage of Steel
Priming coat 50mm dia. tube 16.60x0.157 m = 1.61 sqm. 40mm dia. tube 9.50x 10125m = 1.91 sqm. =2.80 sqm.
Rate as per item no 13.50.3 of SH : Finishing
Welding charges:- Rafter:- 4x22/7x6.03 = 75.80cm.+ Ties :- 2x22/7x6.03=37.90cm.+ Members :- 2x4x2x22/7x4.83 = 242.87cm Total= 356.57 cm say 357 cm
Welding by electric plant
LABOUR
Sundries
Total
Add 1 % Water charges on "W-A"
Total
Add 15% CPOH on "Y-A"
Total
Add Cess @ 1% on "Z-A"
Cost for 119 kg
Cost for 1 kg
Item No.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
As per DAR 2021 Item no. 10.25.2
Details of 1mx1m framed guard bar grating (0.218 quintal).
MATERIAL
(i) M.S. flat 50x6mm 2.4kg/per metre 5.75x2.40 = 13.8kg.+ Add wastage @ 5% = 0.69kg. Total = 14.49kg. Say 14.5 kg
Flats upto 10 mm in thickness
(ii) 12mm dia. bars @ 0.89 kg/m 9x1= 9metre @ 0.89kg/m = 8.01kg+ Add wastage @ 5% = 0.40kg. Total = 8.41 kg. Say 0.084q
Mild steel round bar 12 mm dia and below
Carriage of Steel
Welding by electric plant 60 cm
LABOUR
Applying priming coat 0.6 sqm.
Rate as per item no 13.50.3 of SH : Finishing
Sundries
Total
Add 1 % Water charges on "W-A"
Total
Add 15% CPOH on "Y-A"
Total
Add Cess @ 1% on "Z-A"
Cost of 0.218 qunital
Cost per kg
Item No.
In 75x75 mm deep chase
Ref. : Item No. 12.21.1 / DAR 2023
Details of cost for 10 metres cement concrete
Stone Aggregate (Single size) : 10 mm nominal size
Carriage of Stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of Coarse sand
Portland Cement (OPC-43 grade)
Carriage of Cement
Hire and running charge of mechanical mixer
Sundries
Sundries
Carriage
Cement mortar for grouting 1:3 (1 cement : 3 fine sand)
Hire and running charges of mechanical mixer
Sundries
Total
Add 1 % Water charges on "W"
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost of 10.00 metre
Cost of 1.00 metre
Item No.
Ref. : Item No. 12.22 / DAR 2023
Details of cost for 1 no
Hire and running charge of mechanical mixer
Sundries
Polyvinyle chloride sheet 400 micron thick
Cement mortar 1:3 (1 cement : 3 coarse sand)
Sundries
Rounding of edges and making outlet
Sundries
Total
Add 1 % Water charges on "W"
Add 15% CPOH on "Y"
Add Cess @ 1% on "Z"
Cost of 1 no.
Cost of 1 no.
Item No.
Details of cost for 1 m
TOTAL
Add 5% installation charges on "W"
Add 15% CPOH on "Y"
Cost of 1 m
Item No.
HARDWARE & ACCESSORIES • No head frame structure ,All panels to be aliengned to the top • Corner joinery section made from Stainless steel grade 304. Surface finish to be brush type. A thin plastic film pasted for surface protection. Size to be 35mmx15mmx0.8 mmT. Wall joinery section with hamming profile made from Stainless steel grade 304. Surface finish to be brush type. A thin plastic film pasted for surface protection. Size to be 21mmx16mmx0.8 mmT. • Fixed front panel to be anchored to floor with L Bracket of SS and covered with SS 316 Grade Box Type plate from all directions with 100mm clear Height from ground. Surface finish to be matt type. • Spring loaded Butt Hinges made from Stainless steel grade 304. Surface finish to be matt type. Covers to be lacor coated. • Conical shape Coat hook with rubber stopper made from Stainless steel grade 304. Surface finish to be matt type. • Round Door knob diameter 30 mm with grooves for better hand grip made from Stainless steel grade 304. Surface finish to be matt type. • Rotating Thumb-turn locking system with privacy indicator made from Stainless steel grade 304. Surface finish to be matt type. • Anti-noise rubber padding of thickness 2 mm and width 10 mm • Stainless steel grade 304 screws. • Anti-rotation Nylon polyamide grade-6 expandable wall plugs. Titan Box up 18 mm Series Cubicles: Std Sizes (W x D x H)- 900 mm x 1550 mm x 2100 mm, (Height is including 110 gap mm from bottom) Door Size- 600 mm
Details of cost for 1 nos.
Total
Add Installation charges @ 5%
Total
Add 15% for CP & OH
Cost per No.
ANALYSIS OF RATE
Providing and applying of pre construction Antitermite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge.
Data Per 100 Sqm.(required 300 nos holes)
Solution cost for one no. hole
Cost of drill bit per hole (Cost of drill bit Rs.1000.00 will make 200 Holes)
Material
Cost of 600 nos hole
Labour
1st class masson
Helper to masson
Carriage for machinery, pump, hose pipe drum by Minitruck (up & down)
Overhead Charges @ 7.5%
Contractor Profit @ 7.5%
Add Labour cess @ 1%
or Say
Pile 300mm dia and 7.50m long. Rate analysis
Single under reamed pile foundation with RCC M20 using 12mm size black hard granite crusher broken chips including cost of borring, M.S./Tor steel and labour charges for cutting, bending and binding of steel all complete as per direction of Engineer-in-charge.
a) 300mm dia and 6.0M long.
Excavation of bore hole (assuming two pits can be constructed per day)
Boring Mistry (Special)
150 Winch operator
Hire & running charges of Tripod
Bentonite powder
Overhead charges @7.5%
Contractor profit @7.5%
300mm dia and 6.0M long.
Add 10% extra cement
Carriage
Cement
Add labour cess @ 1%
or say
i) For each additional depth of 0.5m beyond initial depth of 10.0m add extra to the rate
Excavation of bore hole - Take 6% of above rate
Add 10% extra cement
Carriage
Cement
Add labour cess @ 1%
or say
For 1.50M extra depth of pile
say for 1 Pile
Including Steel
or say
Each pile including boring, concrete & steel (c+d)
Or Say in Rs.
LEAD-BARGARH
40mm size CB metal(Crusher broken)
20mm CB Chips(Crusher broken)
12mm CB Chips(Crusher broken)
10mm CB Chips(Crusher broken)
6.7mm CB Chips(Crusher broken)
Quarry Dust
Course Sand for Mortar
C.B. Brick (25*12*8)cm
Fly ash Brick (25*12*8)cm
Cement
HYSD Steel
White Cement
All types of Tile
Putty
Red Oxide Primer
Wood Primer
Enamel Paint
Distemper
Weathercoat
Plastic Emulsion Paint
Wall Cement Primer (Water Bond)
Wooden centering materials
Concrete Mixer
Generator (33KVA)
Non-sal Wood Scantling & Plank
75mm. Dia.non-sal bullah of any length
125mm. Dia.non-sal bullaha of any length
Sal bullah 75mm to 120mm dia.up to 5.5m long
Vitrified Matt Tile (1200x1800)mm
Vitrified Matt Tile (600x600)mm
Industrial Vitrified Tile (300x300)mm
Aluminium Bolt (200mmX10mm)
Butt hinges (100X75X4mm)
150mm Aluminium Handle
N.F.Screew (25mmX5mm)
Chequered Tiles
Ceramic Tile Plain/Printed (30cm*30cm/40cm*40cm/30cm*45cm) 7mm to 8 mm thick
Ceramic Tile Plain/Printed (20cm*30cm) 6.5mm to 6.7 mm thick
Black Glass (ISI) 5 mm thick
Aluminium
Marble Tiles upto 0.10 sqm
Marble Tiles above 0.10 sqm to 0.40 sqm
Marble Tiles above 0.40 sqm to 1.00 sqm
Granite Tiles above 0.40 sqm (20mm thick)
Granite Tiles above 0.10 sqm to 0.40 sqm 10 mm thick
Granite Tiles upto 0.10 sqm 10 mm thick
Kota Tiles upto 0.10 sqm (16 mm thick)
Kota Tiles above 0.10 sqm (16 mm thick)
Binding Wire
Fire Wood
Paver Block M-30 (60 mm)
GCI (0.40mm Thick)
Prelaminated particle board (standard type) (I.S .I. )
Barbed Wire
Certified that the leads provided above are correct and minimum to the best of my knowledge.
LABOUR RATE
Unskilled
Semiskilled
Skilled
Highskilled
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