s c h e d u l e - c standard specification · 2012-12-02 · s c h e d u l e - "c"...

DH P.C. : DTP (Hostel @ Sakri (G+1) -2 Build

NAME OF WORK : CONSTRUCTION OF GOVT. TRIBLE HOSTEL BUILDING FOR GIRL'S AT SAKRI, TAL.SAKRI, DIST.DHULE

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1 Excavation for foundation in earth, soil of all types, sand, graveland soft murum, including removing the excavated material up to adistance of 50 meter beyond the building area and stacking andspreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering Includingshoring and strutting etc. complete.

Bd.A.1 Page No. 259 The width and depth of excavation shown on drawing are probableand may vary in actual execution. The contractor should not claimextra payment for changes in sizes of excavation. The decision inchange of strata classification will be taken by the Engineer andshall be final only. Approved excavated material shall be used forrefilling.

2 Excavation for foundation in hard murum including removing theexcavated materials upto distance of 50 metres beyond the buildingarea and stacking and spreading as directed, dewatering, preparingthe bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.


3 Excavation for foundation in hard murum and boulders includingremoving the excavated materials up to a distance 50 metres,beyond the building area and stacking and spreading as directeddewatering preparing the bed for the foundation and necessaryback filling, ramming, watering including shoring and strutting etc.complete.

Bd.A.3 Page No. 259 The sizes of length width and depth of excavation shown ondrawing are probable and may vary in actual execution. Thecontractor should not claim extra payment for changes in sizes ofexcavation. The decision in change of strata classification will betaken by the Engineer and shall be final only. Approved excavatedmaterial shall be used for refilling.

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S C H E D U L E - "C"STANDARD SPECIFICATION

Sr.No. Standard Specification No. and Page No.

If any additional specification

Sign. of Contractor No. of CorrectionsExecutive Engineer, .

P.W.Division, Dhule .


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4 Excavation for foundation in soft rock and old cement and limemasonry foundations including removing the excavated materialsupto a distance of 50 metres beyond the building area and stackingas directed including dewatering preparing the bed for thefoundation and necessary back filling with available earth murum,ramming, watering including shoring and strutting etc. complete.


5 Excavation for foundation in hard rock by blasting including trimillimeter ing and levelling the bed by chiselling where necessaryand removing the excavated materials and stacking it inmeasurable heaps within a distance of 50 metres from the buildingarea including dewatering and back filling with available earth /murum, watering, ramming complete. With Lift upto 1.5 meter


6 Providing and laying is situ, cement concrete in 1:4:8 of trap metalfor foundation and bedding including bailing out water manually,formwork, compacting , covering newly laid concrete by gunny bag,plastic or tarpaulin, curing etc. complete. (Wooden planks /shuttering will not be allowed)

Bd.E.1 Page No. 287 The concreting is started in the bed of foundation trenches shall beclean free from all loose materials well wetted if dry to preventabsorption of water from the green concrete proportion ofingredient materials shall be as mentioned in the wording of items.

7 Providing Brick masonry in cement mortar 1:6 Using Second ClassBurnt Bricks in foundations and plinth of inner walls / in plinth ofexternal walls including bailing out water manually, striking joints onunexposed faces, raking out joints on exposed faces and wateringcomplete.

Bd.G.1 Page No. 313 The testing of bricks shall be done at prescribed frequency atGovernment or Government approved laboratory only. Testingcharges shall be paid by Contractor. One set of 15 bricks to betested for each 50000 consignment for water absorption crushingstrength in dry and wet conditions.




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8 Providing and laying in situ cement concrete of Mix-20 grade of trapmetal for Reinforced Cement Concrete work in foundations like raft,grillages, strips, foundations and footings of Reinforced CementConcrete columns and steel stanchions including bailing out watermanually formwork, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, curing and roughening the surface ifspecial finish is to be provided (Excluding reinforcement, andstructural steel) The cement mortar 1:3 plaster is considered forrendering eneven and honeycombed surface only. (Woodenplanks/shuttering will not be allowed)

Bd.F. 2 Page No. 298 /IS 456:2000

All the materials are to be tested and design mix should beobtained from Govt. or Govt. approved laboratory before starting ofwork as directed by engineer in charge the concrete shall be mixedby mechanical mixer only. Steel plate centering shall be used isMix-20 by Mix sampling and testing shall comply with specificationNo. B-7(3) P.No. 38 and relevant specification No. B-6(12) P.No.37 from standard specification. The rate of item is based oncement concrete of 360 kilogramme. The curing shall be done bywet gunny bags.

9 Providing and casting in situ cement concrete of Mix-20 grade of trapgranite / quartzite / gneiss metal for Reinforced Cement Concrete columnsas per detailed designs and drawings or as directed including fixing plasticcover block of required size at 1.5 meter center to center near the edge ofeach side and at the center when the width is more than 75 centimeter toreinforcement to give required clear cover 40 millimeter to 65 millimeterfrom all sides in Reinforced Cement Concrete Column, centering,formwork of plywood / steel, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided and curing etc.complete. (Excluding reinforcement.) The cement mortar 1:3 plaster isconsidered for rendering uneven and honeycombed surface only. (Woodenplanks / shuttering will not be allowed)

Bd.F. 5 Page No. 300 /IS 456:2000

All the materials are to be tested and design mix should beobtained from Govt. or Govt. approved laboratory before starting ofwork as directed by engineer in charge the concrete shall be mixedby mechanical mixer only. Steel plate centering shall be used isMix-20 by Mix sampling and testing shall comply with specificationNo. B-7(3) P.No. 38 and relevant specification No. B-6(12) P.No.37 from standard specification. The rate of item is based oncement concrete of 360 kilogramme for cubic meter for change incement content as per actual mix design the rate of item will beincreased or decreased as per condition in the B-7-4 P.No. 39 ofstandard specification curing shall be done by wet gunny bags.

10 Providing and laying 50 millimeter thick layer in cement mortar 1:8 belowplinth beam including floating, watering, curing and leveling and rammingthe bed if necessary before laying the layer etc. complete.

-- As directed by the Engineer-in-charge.




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11 Providing and casting in situ cement concrete of Mix-20 grade of trapgranite / quartzite / gneiss metal for Reinforced Cement Concrete beamsand lintels as per detailed designs and drawings or as directed includingplacing in position plastic cover block of required size at 90 centimetercenter to center each main bottom bars to stamping at sides to giverequired clear cover from all sides in Reinforced Cement Concrete Beam,centering, formwork of plywood / steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin, finishing the formed surfacewith cement mortar 1:3 of sufficient minimum thickness to give a smoothand even surface or roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven and honeycombed surface only.Wooden planks / shuttering will not be allowed)

Bd.F. 6 Page No. 300 /IS 456:2000


12 Filling in plinth and floors with approved excavated materials in 15centimeter to 20 centimeter layers including watering andcompaction complete.

Bd.A.10 Page No. 262 Only approved material shall be used for filling

13 Filling in plinth and floors with contractors soil sand or murum in 15centimeter to 20 centimeter layers including watering andcompaction complete.


14 Providing dry trap rubble stone soiling 15 centimeter to 20centimeter thick including hand packing and compacting complete.





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15 Providing exhaustive anti-termite treatment around the periphery byexcavating trenches of 20 centimeter width and exposing the side ofcolumns and plinth beams upto a depth of 300 millimeter by erectingone percent of chlordane emulsion concentrate at the rate of 2.25 Litreper running metre with two years guarantee bond as per IS 6313 (partIII) of 1981.

-- The work shall be carried out as per direction of the Engineer incharge.

16 Providing antitermite treatment for foundation and plinth by treating soiland back filling material in immediate contact of foundation byspreading 0.5% emulsion concentrate with the insecticide likechloropyrip as Heptachlor, chlordane or as specified in I.S. 6313 (Part IIand III) : 1981 at the rate of 5 litres per square metre area including allmaterial, labour, equipments etc. complete covering 10 years guaranteeon stamp paper for termite resistance (Mode of measurement : surfacearea of soil treated)


17 Providing and casting in situ cement concrete of Mix-20 grade of trapgranite / quartzite / gneiss metal for Reinforced Cement Concrete slabsand landings as per detailed designs and drawings or as directedincluding fixing plastic cover block of required size at 27 Number in per10 square meter to reinforcement to give a clear cover of 15 millimeterin Reinforced Cement Concrete Slabs, fixing fan hook box of 100millimeter diameter Polyvinyl Chloride or Mild Steel materialwithrequired depth with holes or notches as required, bottom with 12millimeter diameter Mild Steel bar bent to shape with hooked ends forfan hook and painting to exposed surface, centering, formwork of steel,compaction, covering newly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth and even surface orroughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3 plaster is consideredfor rendering uneven and honeycombed surface only. Wooden planks / shuttering will not be allowed)

Bd.F. 8 Page No. 302 /IS 456:2000

All the materials are to be tested and design mix should be obtainedfrom Govt. or Govt. approved laboratory before starting of work asdirected by engineer in charge the concrete shall be mixed bymechanical mixer only. Steel plate centering shall be used is Mix-20 byMix sampling and testing shall comply with specification No. B-7(3)P.No. 38 and relevant specification No. B-6(12) P.No. 37 from standardspecification. The rate of item is based on cement concrete of 360kilogramme for cubic meter for change in cement content as per actualmix design the rate of item will be increased or decreased as percondition in the B-7-4 P.No. 39 of standard specification curing shall bedone by wet gunny bags.




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18 Providing and casting in situ cement concrete Mix-20 of trap metalfor Reinforced Cement Concrete chajja as per detailed design anddrawings or as directed including centering, formwork of steel,compaction, covering newly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth and even surface ofroughening if special finish is to be provided and curing etc.complete. (Excluding reinforcement) The cement mortar 1:3 plasteris considered for rendering uneven and honeycombed surface only.(Wooden planks/shuttering will not be allowed)

Bd.F.9 Page No. 303 /IS 456:2000

a) All the materials are to be tested and design mix should beobtained from Govt. laboratory before starting of work as directedby the Engineer-in-charge.b) The grade of concrete shall be M-20 by design mixc) Testing charge will be paid by contractor.

19 Providing and casting in situ cement concrete of Mix-20 grade oftrap metal for Reinforced Cement Concrete pardi upto 150millimeter thickness as per detailed designs and drawings or asdirected including centering, formwork of steel, compaction,covering newly laid concrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surface ofroughening if special finish is to be provided and curing etc.complete. (Excluding reinforcement) The cement mortar 1:3 plasteris considered for rendering eneven and honeycombed surface only.(Wooden planks/shuttering will not be allowed)

Bd.F.11 Page No. 304 /IS 456:2000





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20 Providing and casting in situ cement concrete of Mix-20 grade oftrap metal for Reinforced Cement Concrete waist slabs as perdetailed designs and drawings or as directed including centering,formwork of steel, compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing the formed surface withcement mortar 1:3 of sufficient minimum thickness to give a smoothand even surface of roughening if special finish is to be providedand curing etc. complete. (Excluding reinforcement) The cementmortar 1:3 plaster is considered for rendering eneven andhoneycombed surface only. (Wooden planks/shuttering will not beallowed)

Bd.F.13 Page No. 305 /IS 456:2000


21 Providing and fixing in position Thermo Mechanically Tested steelfrom other plant bar reinforcement of various diameters forReinforced Cement Concrete pile caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels, chajjas, lintels,pardis, copings, fins, arches etc. as per detailed designs, drawingsand schedules including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required completed.

Bd.F.17 Page 306 a) The work shall be carried out as per the direction of theEngineer-in-charge.b) The payment shall be made on per Metric Tonne instead of perquintal as specified in the specification bookc) Testing charge will be paid by contractor.

22 Providing and fixing corrugated galvanised iron sheets of 0.80millimeter thickness (22 B.W.G.) for roofing with wind ties includingfastening with galvanised iron screw and bolts and lead andbitumen washers as per drawing complete.

Bd.R.5 Page No. 452 The work shall be carried out as per direction of the Engineer incharge.




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23 Providing Brick masonry in cement mortar 1:8 Using Second ClassBurnt Bricks in superstructure including striking joints on unexposedfaces, raking out joints on exposed faces and watering complete.


24 Providing Brick masonry in cement mortar 1:4 Using Second ClassBurnt Bricks in half brick thick wall including mild steel longitudinalreinforcement of 2 bars of 6 millimeter diameter / 2 hoop iron strips25 millimeter x 1.6 millimeter at every third course, properly bentand bounded at ends scaffolding, raking out joints and wateringcomplete.


25 Providing and fixing factory made precast door frames of CementConcrete Mix-40 grade of section 100 millimeter x 60 millimeterincluding reinforcement as per I.S. 6523:1983 with polymeric blockshaving screw holding capacity of 250 kilogram/ screw fixed inposition in Reinforced Cement Concrete frame as per requirementand as per specifications without fan light including holdfasts,carting and erecting in position and two coats of oil paint etc.complete.


26 Providing and fixing country teak wood frame 60 millimeter x 100millimeter for Second class doors without / with ventilators, windowswith ventilators / fanlight and clear story windows including allmouldings chamfering / rounding, rebating and holdfast andfinishing with one coat of primer complete.

Bd.T.-2 Page No. 478 The work shall be carried out as per direction of the Engineer incharge.




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27 Providing and fixing country teak wood double leaf Second classpartly paneled and partly glazed door without ventilator / fanlight, asper detailed drawings, including iron oxidized fixtures and fasteningand finishing the wood work with one coat of primer (excluding doorframe) complete.

Bd.T.11 Page No. 482 The work shall be carried out as per direction of the Engineer incharge.

28 Providing and fixing single leaf door, with country teak woodshutters and panels of Teak Wood phenol bonded particle board 12millimeter thick as per detailed drawings including iron oxidisedfixtures and fastenings and finishing with one coat of primer(Excluding door frame) complete.


29 Providing and fixing Decorative type of exterior grade includingFrench polishing/waxing solid core flush door in single leaf 35millimeter thick as per detailed drawing approved face veneers onboth faces with/ without glazing and venetians in the positionsshown on the drawing or as directed, all necessary beads,mouldings and lipping, chromium plated fixtures and fastenings onboth sides and finishing complete. (without door frame).


30 Providing and fixing solid core flush door shutters Commercial plyincluding painting in 3 coats in double leaves 35 millimeter thick, asper detailed drawings including approved face veneers on bothsides, without glazing and Venetians including iron oxidised fixturesand fastening and finishing etc. (Excluding door frame) complete.





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31 Providing and fixing 24 gauge plain alluminum sheet on the face ofdoor shutter including cutting to required size and fixing by screwsincluding making good the damages if any to existing door shutterand frame etc. complete as directed or as per detailed drawing.


32 Providing and fixing in position Alluminium louvered windows/ventilators of various sizes with powder coating as per detaileddrawings and specifications including aluminium frames 80 x 38millimeter box type, 5 millimeter thick sheet glass louvers, clips/rubber plain Polyvinial Chloride gaskets of approved quality etc.complete. (Sample to be got approved from Executive Engineerbefore use)


33 Providing, supplying and fixing in position powder coated extrudedalluminium casement /openable window of outer frame size 44millimeter x 44 millimeter or as required size with change inproportionate weight of average weight @0.90 kilogram per meterand shutter of 44 millimeter x 64 millimeter (or as required size) ofaverage weight of 0.30 kilogram per metre (or as required) withplain sheet glass with neoprene (rubber) gasket with hinges lockingarrangement pegstay etc. as per approved drawing, specificationetc. complete. (as per Architect’s drawing job No. T- MISC/5000drawing No.22 dated 3.2.1992.)


34 Providing and fixing collapsible steel gates in two leaves, withchannel pickets, pivoted flat bars, including top and bottom guides,rollers, stoppers, handles, all fitting accessories, lockingarrangement and one coat of red lead primer complete.





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35 Providing and fixing mild steel grill work weighting 25 kilogram persquare meter for windows, ventilators etc. as per drawing includingfixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.

Bd.U.1 Page No. 537 The work shall be carried out as per direction of Engineer incharge.

36 Providing and fixing 20 millimeter to 25 millimeter thick polishedGranite stone of 23 centimeter width on parapet wall of terrace,staircase etc. on plain, levelled top surface, including cleaning topsurface, fixing with ready made adhesive, screws for fixing stones,rounding corners, finishing etc. complete.


37 Providing and fixing about 30centimeter width chicken mesh of 22gauge over external joints of Reinforced Cement Concrete memberand brick wall of approved quality including fixing of meshnecessary nailing, drilling, tying etc. complete as directed.


38 Providing internal cement plaster 6 millimeter thick in a single coatin cement mortar 1:3 with neeru finish to concrete surface for ceiling in all positions including scaffolding, providing grovve at joint ofburnt Brick Masonry and concrete member if necessar, curing etc.complete.

Bd.L.1 Page No. 367Bd.L.10 Page No. 370

The thickness of cement plaster excluding neeru finish shall be 6millimeter. This items include Dhar-Core water patti grooves inplaster and complete as per detailed drawing. If the crackleappears in plaster it shall be repaired as directed by Engineer incharge by using plaster of paris. No extra payment will be allowedon this account.




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39 Providing internal cement plaster 12 millimeter thick in single coat incement mortar 1:4 with neeru finish to concrete or brick surfaces, inall positions including scaffolding and curing etc. complete.

Bd.L.2 Page No. 368Bd.L.10 Page No. 370


40 Providing sand faced plaster externally in cement mortar usingKharsalia/Kasaba or similar type of sand,in all positions includingbase coat of 15 millimeter thick in Cement Mortar 1:4 usingwaterproofing compound at 1kg.per cement bag curing the samefor not less than 2 days and keeping the surface of the base coatrough to receive the sand faced treatment 6 to 8 millimeter thick inCement Mortar 1:4 finishing the surface by taking out grains andcuring for fourteen days scaffolding etc.complete.

Bd.L.7 Page No. 369 This items include Dhar-Core water patti grooves in plaster andcomplete as per detailed drawing.

41 Providing fine cement finish 1.5 meter illimeter thick over greenplaster surface including scaffolding curing etc. complete.





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42 Providing cement based water proofing treatment to terrace (Indiawater proofing or alike) with brick bats laid in required slope to drainthe water for any span after cleaning the base surface applying acoat of cement slurry and mixed with approved water proofingcompound and laying the brick bats on bottom layer of CementMortar (1:5) and mixed with approved water proofing compound,filling upto half depth of brick bats, curing this layer for 3 days,applying cement slurry over this layer, jointing of brick bats withCement Mortar 1:3, and mixed with approved water proofingcompound and finally top finishing with average 20 millimeter thicklayer of same mortar including finishing the surface, smooth withcement slurry and mixed with approved water proofing compound,marking the finished surface with false squares of 300 millimeter x300 millimeter, marking the junctions at the parapets rounded andtapered towards top for required height with drip mould at thejunction of plaster and curing etc. covering 7 years guarantee oncourt fee stamp paper of Rs.100/- including poinding test includnig video shooting at various stages (Cassette or CD to be submitted to department) etc. complete.

-- The work shall be carried out as per direction of the Engineer incharge. (7) year guarantee shall be furnished on stamp paper dutyexecuted before Magistrate. The Concrete rate shall be per squaremeter of area covered by water proofing treatment between thefaces of the work.

43 Providing waterproofing treatment to floors and sanitary blocks(India water proofing or alike) consisting of one layer of Brick BatCoba of 5 centimeter to 7.5 centimeter thick in cement mortar 1:2sandwiched between two layers of cement mortar 1:4, 20 millimeterthick mixed with water proofing compound, top finishing coat ofcement slurry 6 to 12 millimeter thick with water proofing compoundetc. complete with 32 millimeter diameter Polyvinyl Chloridepressure relief pipe of adequate length including waterproofingtreatment to 30 centimeter height of wall in cement mortar 1:4 andcovering 7 years guarantee on court fee stamp of Rs.100 withponding test including all lead, lift etc. complete.

-- The work shall be carried out as per direction of the Engineer incharge. (7) year guarantee shall be furnished on stamp paper dutyexecuted before Magistrate. The Concrete rate shall be per squaremeter of area covered by water proofing treatment between thefaces of the work.




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44 Providing and fixing Glazed vitrified tiles of approved quality 590millimeter x 605 millimeter, 10 millimeter thick and confirming to IS-15622-2006 (Group B/a) of approved make shade and pattern forflooring in required position laid on a bed of 1:4 cement mortar,including cement float, filling joint with white / coloured cementslurry, cleaning, curing complete.


45 Providing and fixing Glazed vitrified tiles of approved quality 50millimeter x 605 millimeter, 10 millimeter thick and confirming to IS-15622-2006 (Group B/a) of approved make shade and pattern fordado and skirting in required position laid on a bed of 1:4 cementmortar, including cement float, filling joint with white / colouredcement slurry, cleaning, curing complete.


46 Providing and laying polished Kotah stone flooring 25 millimeter to30 millimeter thick and of required width in plain on a bed of /1:6cement mortar including cement float, filling joints with neat cementslurry, curing, polishing and cleaning complete.

Bd.M.3 Page No. 380 The sample shall be got approved from the Engineer in chargeprior to start of work.

47 Providing and fixing in required positions, skirting or dado ofpolished Kotah stone slabs 25 millimeter to 30 millimeter thick andof required width on 1:2 lime plaster/1:4 cement plaster includingcement float, filling joints with cements slurry, curing, rubbing,polishing and cleaning complete.


48 Providing and laying ceramic tiles of approved quality and 7millimeter thick for flooring in required position laid on a bed of 1:4cement mortar including cement float, filling joint with white/colourcement slurry cleaning curing complete.

As directed by Engineer-in-charge.

a) Tiles should be got tested from Govt. laboratory at prescribedfrequency. b) Brand colour shade & pattern is to be got approved from theEngineer in charge. The make shall be Nitco, Johnson orMoradeshwar only.




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49 Providing and laying ceramic tiles of approved quality and size 7millimeter thick for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cementmortar including joint filling with white/colour cement slurry cleaningcuring complete.

As directed by Engineer-in-charge.

a) Tiles should be got tested from Govt. laboratory at prescribedfrequency. b) Brand colour shade & pattern is to be got approved from theEngineer in charge. The make shall be Nitco, Johnson orMoradeshwar only.

50 Providing and laying 20 to 25 millimeter thick polished ShahabadStone slabs for treads and risers of steps and staircases, withrounded nosing for the treads on a bed of 1:4 cement mortarincluding cement float, filling joints with neat cement slurry, curing,polishing and cleaning complete.


51 Providing 25 to 30 millimeter thick partitions of white / colouredmarble slabs of approved shapes, quality and colour for urinals,including cutting holes of required size in the appropriate places toreceive pipes etc., fixing in cement mortar 1.3 curing and cleaningcomplete.


52 Providing and fixing white glazed earthenware Wash Hand BasinSize 55 x 40 centimeter including pillar tap, brackets, rubber plugsand brass chain, stop tap and necessary pipe connection includingUnplastisied polyvinial Chloride waste pipe and trap upto theoutside face of the wall, making good damaged surface, testing etc.complete.

Bd.V.30 Page No. 565 The make shall be of JOHNSON or Equivalent brand strictly. Thematerial shall be got approved from the Executive Engineer beforeuse.




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53 Providing and fixing stainless steel sink of 600 millimeter x 450millimeter x 200 millimeter size including all connection of theGalvanised Iron supply and Unplastisied polyvinial Chloride wastepipe and trap upto the outside face of the wall, cold water chromiumplated screw down bib tap, rolled steel or Cast Iron brackets, rubberplug with chain and stop tap making good damaged surface,chromium plated bottle trap testing etc. complete.

Bd.V.30 Page No. 565 Prior approval of sample and brand by Ex. Engineer is necessarybefore use.

54 Providing and fixing 1st class white glazed earthenware "OrissaType" Water Chloset Pan 600 millimeter x 400 millimeter including"P"or"S" trap cast iron soil and vent pipe upto the outside face ofthe wall 1:5:10 cement concrete bedding 15 millimeter thick 10 literfiber high level flushing cistern with filling inlet pipe with stop tap,basket for fixing the cistern 32 millimeter diameter UnplastisiedPolyvinial Chloride flush pipe with filling and clamps, 20 millimeterdia Galvanised Iron over flow with mosquito proof couplingGalvanised Iron chain pull painting of the exposed pipe and cuttingand making good walls and floor etc complete.

-- The material shall be got approved from the Engineer in charge. Itshall confirm to IS-2556 Part-III & Part-IV as directed by Engineerin charge. The make shall be of JOHNSON or Equivalent brandstrictly.

55 Providing and fixing European type white glazed earthenwareWater closet Pan with Bakelite seat and lid with chromium platedbrass hinges and rubber buffers including Unplastisied polyvinialChloride and vent pipe upto the outside face of the wall, 10 litreenameled low level flushing cistern with fittings, pipe and stop tapbrackets for fixing cistern 32 millimeter dia Unplastisied polyvinialChloride flush pipe with fitting and clamps, 20 millimeter diaUnplastisied polyvinial Chloride over flow pipe, mosquito-proofcoupling, cutting and making good to the walls and floors testing etccomplete.





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56 Providing and fixing White glazed earthenware squatting stall typeUrinal without cistern with inlet pipes stop tap, Unplastisiedpolyvinial Chloride flush pipe with fitting and flushing arrangementincluding Unplastisied polyvinial Chloride soil pipe, Unplastisiedpolyvinial Chloride trap and soil pipe connection upto outside faceof wall, making good the damaged surface testing etc. complete.


57 Providing and fixing 15centimeter x 10centimeter salt glazedstoneware gully trap in cement concrete 1:4:8 outside the buildingincluding cast iron grating in the sink, connecting glazed stonewarepipe, brick masonry chamber with cast iron lid and cast iron gratingfor the gully trap testing etc. complete.

Bd.V.38 Page No. 572 The work shall be carried out as per direction of the Engineer incharge.

58 Providing and fixing Polyvinial Chloride long arm Nahani Trap of 10centimeter diameter including Polyvinial Chloride grating bend andconnections piece of Unplastisied polyvinial Chloride pipe upto theoutside face of the wall, making good damaged surface, testing etc.complete.

Bd.V.32 Page No. 567 and as directed by Engineer in

charge.

The work shall be carried out as per direction of the Engineer incharge.

59 Providing and constructing Brick Masonry Inspection Chamber60centimeter x 45centimeter including 1:4:8 cement concretefoundation 1:2:4 cement concrete channels half round Glaze stonewear pipes, Brick Masonry, plastering from inside and airtight 75millimeter thick Reinforced Cement Concrete cover etc. complete.





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60 Providing and constructing Brick Masonry Inspection Chamber90centimeter x 45centimeter including 1:4:8 cement concretefoundation 1:2:4 cement concrete channels half round Glaze stonewear pipes, Brick Masonry, plastering from inside and airtight 75millimeter thick Reinforced Cement Concrete cover etc. complete.


61 Providing and applying colour-wash of approved colour and shadein one coat to new surface including scaffolding, brushing andbrooming down (excluding base coats of white wash)etc. complete.

Bd.P.1 Page No. 411 The work shall be carried out as per direction of the Engineer incharge.

62 Providing and applying washable oil-bound distemper of approvedcolour and shade to old and new surfaces in Two coat includingscaffolding, preparing the surfaces. (excluding the primer coat.)complete.

Bd.P.5 Page No. 413 Brand colour shade & pattern is to be got approved from theEngineer in charge. The paint shall be Asian or Nerolack makeonly.

63 Providing and applying two coats of water proof cement paint ofapproved manufacture and of approved colour to the plasteredsurfaces including scaffolding if necessary, excluding primer coatcleaning and preparing the surface, watering for two dayscomplete. (Sample and brand is to be got approved from ExecutiveEngineer before use)

Bd.O.8 Page No. 406 Brand colour shade & pattern is to be got approved from theEngineer in charge. The paint shall be Asian or Nerolack makeonly.




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64 Providing and fixing 160 millimeter diameter Unplastisied polyvinialChloride soil / vent / waste SWR / Rain Water Pipes of requireddiameter conforming to IS-13592 and IS-4985 to withstand 2.50kilogram per centimeter square including necessary fixtures andfittings, such as bends, tees, single junctions, double junctions andjoining with rubber and lubricants, on wall by means of clips or inground including necessary excavation, laying filling trenches,testing etc, complete.

-- Materials of fitting shall be got approved from Engineer in charge.All the joints shall be leak proof. Full payment only be made aftersatisfactory testing for leakages. Junctions at down take pipe, walletc. should be provided with water light joints to avoid leakages.Pipes shall be clearly 50 millimeter away from adjoining masonry/beams / column face. Pipers shall be adequately supported ateach junction and joinery on wooden battens of 150 x 50 x 50millimeter.

65 Providing and fixing 110 millimeter diameter Unplastisied polyvinialChloride soil / vent / waste SWR pipe of required diameterconforming to IS-13592:1992 and IS-4985:2000 to withstandcontinuous internal hydraulic pressure of 4 kilogram per centimetersquare including necessary fixtures and fittings, such as bends,tees, single junctions, double junctions and joining with rubber ringsand lubricants, on wall by means of clips or in ground includingnecessary excavation, laying refilling, trenches, testing etc,complete.


66 Providing and fixing 90 millimeter diameter Unplastisied polyvinialChloride soil / vent / waste SWR pipe of required diameterconforming to IS-13592:1992 and IS-4985:2000 to withstandcontinuous internal hydraulic pressure of 4 kilogram per centimetersquare including necessary fixtures and fittings, such as bends,tees, single junctions, double junctions and joining with rubber ringsand lubricants, on wall by means of clips or in ground includingnecessary excavation, laying refilling, trenches, testing etc,complete.





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67 Providing and laying in trenches medium grade (type) havingembossed as ISI Mark 25 millimeter . diameter galvanised ironpipes with screwed, sockets, joints, necessary galvanised iron fitting such as sockets, back nuts, elbows, bends, tees, reducers,enlargers, plugs, clamps etc. including necessary drilling hole inwalls, slabs etc.and remaking good the demolished portion torestore the same in original condition neatly, testing etc. complete.

Bd.V.5 Page No. 551 The pipe of TATA / Zenith / Surya / GST make only shall be used.Sample of ISI mark shall be got approved from the Engineer incharge








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70 Providing and fixing on walls/ ceiling/ floors, medium grade havingembossed ISI Mark 15 millimeter . diameter galvanised iron pipeswith screwed, sockets, joints and necessary galvanised iron fittingssuch as sockets, back nuts, elbows, bends, tees, reducers,enlargers, plugs, clamps etc. including necessary drilling holes inwalls, slabs etc. and remaking good the demolished portion torestore the same in original condition neatly testing etc. complete.


71 Providing and fixing on walls/ ceiling/ floors, medium grade havingembossed ISI Mark 25 millimeter . diameter galvanised iron pipeswith screwed, sockets, joints and necessary galvanised iron fittingssuch as sockets, back nuts, elbows, bends, tees, reducers,enlargers, plugs, clamps etc. including necessary drilling holes inwalls, slabs etc. and remaking good the demolished portion torestore the same in original condition neatly testing etc. complete.


72 Providing and fixing 15 millimeter diameter screw down bib cockfancy of symet type including necessary socket union nut, testingetc. complete.

Bd.V.8 Page No. 554 Prior approval of sample and brand by Executive Engineer isnecessary before use.

73 Providing hoisting and fixing in position sintex or equivalent highdensity polyethylene UV stablised conforming to IS-12701; waterstorage tank with necessary connection, testing etc. complete.


74 Providing and constructing soak pit of specified size as per detaileddrawing including excavation, hallow brick masonry, filling with brick-bats. etc. complete





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75 Providing and fixing ____ millimeter screw down wheeled stop tapof brass including necessary sockets/union nut, testing etc.complete. A) 15 mm B) 20 mm C) 25 mm D) 32 mm

Bd.V.9 Page No. 555 As directed by the Engineer-in-charge.

76 Providing and fixing 450 millimeter x 550 millimeter size approvedquality mirror with fixtures and fastenings etc. complete.

-- Make of Zenith Mirror glass shall be used and got approved by theEngineer in charge.

77 Providing and fixing 20 millimeter diameter Ball cock of mediumtype with Polyvinial Chloride float including sockets and necessaryfittings and testing as per municipal requirements etc. complete.


78 Providing and fixing chromium plated towel rod 16 millimeterdiameter and 75 centimeter in length including all accessoriescomplete.


79 Providing and fixing A set of 5 fire buckets of special quality 0.3meter diameter including painting lettering and providing country cutteak wood stand iron hooks and locking arrangements and threecoats of white zinc paint for stand etc. complete as per drawing.


80 Providing and fixing copper lightening tap conductor 25 millimeter x3 millimeter including copper rod upper terminal 10 millimeterdiameter 1.5 meter long earth plate 1.50 thick and 1 square meterarea including excavating and laying the conductor and refilling etc.complete.

BDW 1 Page 581 The work shall be carried out as per direction of the Engineer incharge.




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81 Providing and preparing (A,B,C) concise record for road/ bridges/building work, including preparing record drawing on Autocad,taking out prints, preparing form A, B, C including attaching allnecessary enclosures etc. complete with binding in booklet form.(Three copies with one compact disc shall be submitted)


82 Providing and applying white-wash in one coat on old/newplastered or masonry surfaces and asbestos cement sheetsincluding scaffolding and preparing the surface by brushing andbrooming down complete.

Bd.P.1 Page No. 411 The work shall be carried out as per direction of the Engineer incharge.

83 Providing and applying two coats of water proof cement paint ofapproved manufacture and of approved colour to the plasteredsurfaces including scaffolding if necessary, cleaning and preparingthe surface, watering for two days complete.

Bd.O.8 Page No. 406 Brand colour shade & pattern is to be got approved from theEngineer in charge. The paint shall be Asian or Nerolack makeonly.

84 Providing and fixing mild steel grill gate with frame having weight of20 kilogram per square meter as per the detailed drawing includinghinges, pivot blocks locking arrangement welding rivetting and 3coats of oil painting of approved shade etc. complete.

Bd.W.6 Page No. 585 The work shall be carried out as per direction of the Engineer incharge.

85 Excavation for foundation in earth, soil of all types, sand, graveland soft murum, including removing the excavated material up to adistance of 50 meter beyond the building area and stacking andspreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering Includingshoring and strutting etc. complete.





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86 Supplying 15 centimeter to 23 centimeter trap stone rubble byblasting boulders at the road side for soling including conveyingand stacking complete.

Rd.19 Page No. 197 The work shall be carried out as per direction of the Engineer incharge.

87 Laying 15 centimeter to 23 centimeter trap rubble soling includinghand packing with rubble chips complete excluding cost of material.


88 Providing and laying in situ cement concrete of Mix-10 with trapmetal in foundation including necessary compacting, coveringnewly laid concrete by gunny bag, plastic or tarpaulin and curingetc. complete. (including form work.)

CD.3 Page.No. 160/IS 456 (1978)


89 Providing and laying in situ Mix-15 cement concrete of trap metalincluding compacting, finishing, curing etc. complete for paving slab(excluding reinforcement.)

CD.15 Page.No. 168/IS 456 (1978)


90 Supplying hard murum/ kankar at the road side, includingconveying and stacking complete.


91 Spreading gravel/ sand/ soft murum/ hard murum over rubble soling/ Water Bound Macadam surface complete.

Rd.28, 31, 36, 37 Page No. 206 to 209


92 Compacting hard murum/kankar (upto 300 millimeter loose)including artificial watering complete.





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93 Providing and laying 300 millimeter diameter concrete pipes ofI.S.NP.2 class in proper line, level and slope including necessarycollars, excavation, laying, fixing with collars in cement mortar 1:1and refilling the trench complete.


94 Providing and laying in situ, cement concrete Mix-15 of trap /granite / quartzite / gneiss metal for foundation and beddingincluding bailing-out water manually, formwork, compacting,covering newly laid concrete by gunny bag, plastic or tarpaulin,curing etc. complete. (Wooden planks / shuttering will not beallowed)

Bd.E.1 Page No. 287 / IS 456:2000

The concreting is started the bed of foundation trenches shall beclean free from all loose materials well wetted if dry to preventabsorption of water from the green concrete proportion ofingredient materials shall be as mentioned in the wording of items.

95 Providing internal cement plaster 20 millimeter thick in two coats incement mortar 1:4 with neeru finish, to concrete, brick surface, in allpositions including scaffolding and curing complete.

Bd.L.4 Page No. 368 Bd.L.10 Page No. 370


96 Providing and fixing reinforced cement concrete cover 10centimeter thick over man hole and inspection chamber includingmild steel reinforcement etc. complete (0.90 centimeter x 0.60centimeter x 10 centimeter size)


97 Royalty charges -- The work shall be carried out as per direction of the Engineer incharge.



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