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| 1 | Item No. 1-Site preparation/cleaning (Ref.Soil & Water Conservation Dept. CSR 2018-19, Section 7 (Maintenance & Repairs), Sr./Item No.133 (c) , Page No-85. |
| 2 | Item No. 2-Drilling Of borewell of 150 mm dia(in soil & murum strata 200/215 mm dia.and inhard rock 150 mm) by D.T.H. machine including transportation of machine at work site. (Ref.Directorate G.S.D.A. Pune Approved Rates for 2021-22 vide letter No. 2143 dated31/08/2021) |
| 3 | Item No. 3-Providing, Supplying,Lowering, handling & grouting 180 mmdia. 6 Kg/sq.cm PVC casing pipe (IS:4985-1988)(Ref.Directorate G.S.D.A. Pune Approved Rates for 2021-22 vide letter No. 2143 dated31/08/2021) |
| 4 | Item No. 4-Providing, Supplying & Fixing180 mm dia PVC Casing pipe Cap (IS:4985-1988) (Ref.Directorate G.S.D.A. Pune Approved Rates for 2021-22 vide letter No. 2143 dated31/08/2021) |
| 5 | Item No.5- Yield test of completed and successful Borehole by Air Lift Method by 90 degree \"V\" Notch for 1 hour (Ref.Directorate G.S.D.A. Pune Approved Rates for 2021-22 vide letter No. 2143 dated31/08/2021) |
| 6 | Item No.6- Aquifer Performance Test/Pumping Test of the sucessful borehole by separate pump and portable Genset (Ref.Directorate G.S.D.A. Pune Approved Rates for 2021-22 vide letter No. 2143 dated31/08/2021) |
| 7 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingthe excavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingas directed,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 3.00 m.) By Manual Means (Bd.A.1 / 21.01 Page Number 259. (PWD SSR 2021-22)) |
| 8 | Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. Bd.A. 12 / 21.38,Page Number 264(PWD SSR 2021-22) |
| 9 | Providing and laying Cast in situ/Ready Mixcement concrete in M15 of trap/ granite/quartzite/gneissmetalforstepsincludingsteelcentering,formwork,laying/pumping,compacting, rougheningthemifspecial finish is tobeprovided,finishinguneven andhoneycombedsurface and curing etc. complete. The Cement Mortar 1:3plaster is consideredfor rendering uneven andhoneycombed surface,only.Newlylaidconcreteshallbecoveredby gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fullyautomaticmicroprocessorbasedPLCwithSCADA enabled reversible Drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfine aggregate(Crushed sand VSI Grade) Below Ground Level. ( Bd.E.2 / 24.04, Page Number 288 and B.7 Page No 38 (PWD SSR 2021-22)) |
| 10 | Providing and laying in situ /Ready Mixcement concreteM-20of trap / granite /quartzite/ gneiss metal for R.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C.columnsand steel stanchionsetc. including bailing out water,Steelcentering formwork, laying/pumping cover blocks, compaction and curingrougheningthesurfaceifspecialfinishistobeprovided(Excluding reinforcementandstructuralsteel)etc.complete,withfullyautomaticmicroprocessorbasedPLCwith SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Above Ground Level. (Bd.F.3 /25.11. Page Number 298 and B.7, Page Number 38) |
| 11 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (BR.35 / 14.01.Page Number 134) |
| 12 | Providing and erecting chain link fencing 1.6 M. height withG.I. chainlink of size 50 x 50 mm, 8 gauge thickand groundlevelonverticalM.S.Anglesof40x40x6mmsize,includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size andvertical M.S. flat 35 x 5 mm and25 x 5mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. (46.39 / As direected by Engineer in charge. (PWD SSR 2021-22)) |
| 13 | Providing andfixing mildsteelgrillgate withangle ironframe 65mm x65mm x10mm withironbarsat 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt. (Bd.W.6 / 44.1. Page Number - 585. (PWD SSR 2021-22)) |
| 14 | Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6 insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete (Bd.G.5 / 27.05, Page Number 315. (PWD SSR 2021-22)) |
| 15 | Providing and laying Cast in situ/Ready Mixcement concrete in M15 of trap/ granite/quartzite/gneissmetalforstepsincludingsteelcentering,formwork,laying/pumping,compacting, rougheningthemifspecial finish is tobeprovided,finishinguneven andhoneycombedsurface and curing etc. complete. The Cement Mortar 1:3plaster is consideredfor rendering uneven andhoneycombed surface,only.Newlylaidconcreteshallbecoveredby gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fullyautomaticmicroprocessorbasedPLCwithSCADA enabled reversible Drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfine aggregate(Crushed sand VSI Grade) Above Brick Work PCC (Thk. - 100 mm) (Bd.E.2 / 24.04, Page Number 288 and B.7 Page No 38 (PWD SSR 2021-22)) |
| 16 | Providingsandfacedplasterexternallyincementmortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofingcompoundat 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoat roughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurface bytakingoutgrainsandcuringforfourteendays scaffolding etc.complete. (Bd.L.7 / 32.11, Page Number 369. (PWD SSR 2021-22)) |
| 17 | Above PCC top area plaster |
| 18 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, teesetc.asper detaileddesignanddrawingsorasdirectedincludingcutting,fabricating, hoisting,erecting,fixingin positionmakingriveted/bolted/weldedconnectionswithout connecting plates, braces etc. andincluding onecoatofanticorrosivepaintand overit twocoatsofoilpaintingofapprovedquality andshadeetc. complete. (25 X 25 X 4 MM Angles, Length of Angle 4.50 m / MS Angle Wt. - 1.4 Kg/m) (Bd.C.6/ 23.01, Page Number 277. (PWD SSR 2021-22)) |
| 19 | ProvidingstructuralsteelworkinsinglestanchionscomposedofR.S.J.Channeletc.with caps,bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as perdetaileddesignsand drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ weldedconnectionandone coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete. MS Plate of thickness 05 mm Wt. - 31.4 kg/m^2. (Bd.C.6 / 23.03, Page Number 277. (PWD SSR 2021-22)) Metal box above the brick work fitting area. MS Plate Wt. - 31.4 kg/m^2. / Cal. - (((0.530*0.530*1)+((0.500*0.300*1)*4)*31.4)/1000) |
| 20 | Metal plate Name board side area of wire fencing. MS Plate of thickness 05 mm Wt. - 31.4 kg/m^2. / Cal. - (((0.91*0.60*1)*31.4)/1000) |
| 21 | Providingstructuralsteelworkinhollowsectionofvariousthicknessandsizesinsquare, rectanular and round shape from 25mm to 450mmsection as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete. 50 x 30 mm and thk. 2.5 mm weight - 2.92 kg/m. Cal. - ((3.02*1*2.92)/1000) (23.12 - Spec. Number As directed by Engineer in Charge. (PWD SSR 2021-22)) |
| 22 | Providingandapplyingtwocoatsofwaterproofcementpaintofapprovedmanufactureandofapproved colourtotheplasteredsurfacesincludingscaffoldingifnecessary,cleaningandpreparingthesurface, watering for two days etc.complete. (External Area) (Bd.0.8 / 35.13, Page Number 406. (PWD SSR 2021-22)) |
| 23 | Painting of Name Board as per design (Rate to be derived by obtaining quotes from market) |
| 24 | M.S. Locking Arrangement for gate (Building (Bd-C / 3 : Structural Steel Work) (PWD SSR 2021-22)) |
| 25 | Hinges iron oxidised 100 mm (Building (BuildingBd-T / 84 : Doors and windows) (PWD SSR 2021-22)) |
| 26 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 3.00 m.) By Manual Means PWD SSR 2020-21 , I.NO. 21.01 , SR NO. 713, P.NO.259 Base For Plateform |
| 27 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 insuperstructure including striking joints, raking out joints, watering andscaffolding etc. Complete PWD SSR 2020-21 , I.NO. 27.05 , SR NO. 885, P.NO.315. Platform |
| 28 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. PWD SSR 2020-21 , I.NO. 32.11. SR NO. 956, P.NO.369 External Four side of Platform Top Area of Platform |
| 29 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) PWD SSR 2020-21 , I.NO. 24.04 , SR NO. 821, P.NO.288 Base of PlatformTop Area of Platform |
| 30 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. PWD SSR 2020-21 , I.NO. 35.13 , SR NO. 1076,P.NO.40 Vertical Four side of Platform Top Area of Platform |
