Construction And Development Of Yelam (Reddy) Samaj Bhavan At Renapur N.P. (2)Construction Of Cc Road And Drain At Renapur Np Renapur (3)Construction Of Compound Wall At Gosavi Smashan Bhumi At Renapur Np (4)Construction Punya Shlok Ahilyadevi Holkar Sama, Renapur-Maharashtra

TDR : 49293049

Tender Notice
Corrigendum Details
BOQ

Expired

Renapur , Maharashtra

Tender Brief : Corrigendum : Construction And Development Of Yelam (Reddy) Samaj Bhavan At Renapur N.P. (2)Construction Of Cc Road And Drain At Renapur Np Renapur (3)Construction Of Compound Wall At Gosavi Smashan Bhumi At Renapur Np (4)Construction Punya Shlok Ahilyadevi Holkar Sama

Document Fees
₹ 10000 /-

EMD
₹ 190810.0 /-

Tender Value
₹ 3.81 Crore /-

Submission Date
30-05-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	26-05-2025	Tender Opening Date Corrigendum	Date	30-05-2025

Name of Work: (1)Construction and Development of Yelam (Reddy) Samaj Bhavan at Renapur N.P. (2)Construction of CC Road and Drain at Renapur NP Renapur (3)Construction of Compound Wall at Gosavi Smashan Bhumi at Renapur NP (4)Construction Punya Shlok Ahilyadevi Holkar Samaj Mandir at Renapur NP (5)Construction and Development of PN 8 Yelam Galli Hanuman Mandir Sabhagrah at Renapur N P City (6)Construction and Development Smashan Bhumi at Hanmantwadi at Renapur N P Renapur (7)Construction of C.C. Road And Drain PN 1 Kalewadi Area (AAD To IRAL House) at Renapur Nagar Panchyat Renapur City Area.

Sl. No.	Item Description
1	1. Construction and Development of Yelam (Reddy) Samaj Bhavan at Renapur Nagar PanchyatExcavation 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 Page Number 259
2	Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof 50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthe bedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstrutting etc.complete.(Liftupto1.50m)ByMechanical Means Bd.A.2 Page Number 259
3	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
4	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.Layers including watering and compacting etc. complete. Bd.A.10 Page Number 262
5	Fillinginplinthandfloorswithcontractors material/broughtfromoutsideandapprovedbyEngineer incharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete. Bd.A.11 Page Number 263
6	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
7	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
8	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
9	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering,formwork,coverblocks,laying/pumping,compactionfinishing the formedsurfaceswithcement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.5 Page Number 300 and B.7, Page.Number 38
10	First Floor
11	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20 oftrap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirected includingsteel centering, formwork, cover blocks, laying/pumping, compactionand roughening thesurfaceifspecialfinishistobeprovidedand curingetc. complete. (Excluding reinforcement and structural steel). 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 (Crushedsand VSI Grade) Bd.F.6 Page Number 300 and B.7, Page Number38
12	First Floor
13	Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/quartzite/ gneissmetalforR.C.C.pardiofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem ifspecialfinishistobeprovided andcuringcomplete.(Excludingreinforcementand structuralsteel).withfullyautomaticmicroprocessor basedPLCwithSCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
14	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metalforR.C.C. slabsand landings as perdetailed designsand drawingsincludingsteelcentering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.8 Page Number 302 and B.7, Page Number38
15	First Floor
16	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Bd.F.17, Page Number 306
17	First Floor
18	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. Bd.G. 1 Page Number 313
19	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6 insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete Bd.G.5 Page Number 315
20	First Floor
21	Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laidinrequiredslopetodrainthewaterforanyspanaftercleaningthebasesurface.Applyingacoatof cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layerfor3days,applyingcementslurryoverthislayerjointsofbrickbatswithC.M.1:3admixedwith approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed withapprovedwaterproofingcompound.Markingfinishedsurfacewithfalse squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for requiredheight,withdripmouldat thejunctionofplasterandparapetandcuringand covering10yearsGuaranteeagainstleakproofness onCourtfeestamppaperofRs.500/- including ponding test etc. complete.
22	Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.Cmembers andbrickwork,ofapprovedqualityincludingfixing meshinpositionby necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. As directed by Engineer in Charge:
23	Providing internal cement plaster 20mm thick inSingle coats in cement mortar 1:4without neerufinish,to concrete,bricksurface,inallpositionsincludingscaffoldingandcuring etc.complete. Bd.L.4 Page Number 368
24	First Floor
25	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 Page Number 369
26	First Floor
27	Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mmthickstyleandrailwith25mmthickpanelswithopenablefanlightasperdetailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures andfasteningand finishingthewood workwithoilpainting3coats.(Excludingthedoor frame) BD-T-7 and 8 Page Number 481-82
28	Providing andfixing mild steelgrill workfor windows,ventilators etc.20 Kilogram/Square Metre as per drawing including fixtures,necessarywelding andpainting withone coatsof anticorrosive paint and two coats of oil painting complete. Bd.U.1 Page Number 537
29	First Floor
30	SlidingWindow-3Track(2Glassshutter+1flymesh)ofapprovedmakewithDGU, providing and fixingofSlidingWindow-3Track(2Glassshutter+1flymesh).FordetailsrefertoSpecifications.Asdirected by Engineer in charge.
31	Providingandfixinggreenmarbleof18to20mmthickfordoorframe/dado/window boxing etc. OnC.M.1:6includingfilling jointswithpolymerbase fillernosing /moulding thesharpedgeswherevernecessary, curing,etc. complete.
32	First Floor
33	Providing and fixing Factory made 31mm ABS Plastic Door made of abs plastic moulded sheet of 1.5 mm thickness P.U. foam insulated of density 40 kg per cubic meter with seasoned wood to fit lock andhardwarecoveredwithaluminium‗A‘sectionof31mmx 27mmx27mm x1.5mm thickpowder coatedandfittedwithPVC‗L‘Cornerofdimension75mm x75mm x 10mm thickonallfoursides including all labour, material,stainless steel fixtures and fastening etc complete
34	First Floor
35	Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and patternfordadoandskirting inrequiredpositionfixedin1:4cementmortarincludingneatcementfloat, filling joints, curing and clearingetc. complete Bd.M. 12 Page Number385
36	Providing and applying plastic emulsion paint of approved quality, colour and shade tonew surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete.
37	First Floor
38	Providingandapplyingwashableoil-bounddistemperofapproved colourand shadetooldand new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Bd.P.5 Page Number 413
39	First Floor
40	Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plasteredsurfaces includingscaffoldingifnecessary,preparingthesurfacebythoroughlycleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. As directed by Engineer in charge.
41	First Floor
42	Providing and fixing H.D.P container one piece moulded water tank made out of high density polythyler and builtcorrugatedinclusiveofdeliveryuptodestinationhoistingand fixing of accessories such as inlet,outletoverflowpipeinclusiveofalltankscapacity between 200 to 1000 liters As directed by engineer-in- charge.
43	Providingandlayinginwalls/ceilings/floors15mmdia.mediumgradehavingembossedasISIMark galvanisediron pipes of 1.25Kilogram/metre necessary fitting remaking good the demolishedportionwith filling trenches and with primer of anti-corrosive oil paint, 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or as directed etc. complete.
44	Providingandlayinginwalls/ceilings/floors25mmdia.mediumgradehavingembossedasISIMark galvanisediron pipes of 2.49Kilogram/metre necessary fitting remaking good the demolishedportionwith filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or as directed etc. complete.
45	Providingandlayinginwalls/ceilings/floors40mmdia.mediumgradehavingembossedasISIMark galvanisediron pipes of 3.68Kilogram/metre necessary fitting remaking good the demolishedportionwith filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or as directed etc. complete.
46	Providingandlayingintrenches40mmdia.heavygradehavingembossedasISIMark galvanised ironpipesof4.49Kilogram/metrenecessaryfittingremakinggoodthedemolishedportion with filling trenchesandwithprimer ofanti-corrosive oilpaint ,2 coatscomplete. Including removing existing pipe line if necessaryandconveying andstacking the same in PWD chowky or as directed etc. complete.
47	Providingandfixing15mm dia.screwdownbib/stoptapofbrassincluding necessarysocketunionnut complete.
48	Providing and fixing screw down for 40 mm dia. wheeled stop tap of brass includingnecessary sockets/union nut complete.
49	ProvidingandfixingwhiteglazedearthenwareWashHandBasinof55cm.x40cm.size including coldwaterpillartap/coldandhotwaterpillartapbrackets,rubberplugsandbrasschain,stoptapand necessary pipe connections including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete. Bd.V.30 Page Number 565
50	Providing and fixing European type white glazed earthenware coupled closet symphonic trap withsymphonic lowlevelwhiteglazed10litrescisternwithblackbackliteseatwithall necessary pipe connection etc. complete. As directed by Engineer in charge.
51	Providing and Fixing half turn 25 mm dia gun metal flushing cock including all accessories etc. complete.
52	Providing and fixing 10 cm PVC nahani trap with grating etc. complete. BD.V 32 A page 551 and as directed by Engineer in charge
53	Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and withnecessary fixtures andfitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. As directed by Engineer in charge.
54	ProvidingandfixingP.V.C.Rainwaterpipesof110mmouterdiameterandhavingwall thicknessof 2.2to2.7mmconfirmingtoI.S.13592-1992includingproperrainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket withsolventcementandproperlyrestingtheshoeofpipesonC.C.or masonryblocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings andadditional 2 piece socket clips shall be got approvedfrom engineer in charge etc. complete.
55	Providingandfixing15cmx10cmsaltglazedstonewaregullytrapincementconcrete1:4:8outsidethe building including castirongrating inthe sink,connecting glazedstoneware pipe,brick masonrychamberwith cast iron lid and cast iron grating for the gully trap.
56	ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cmx90cm including1:4:8 cementconcretefoundation1:2:4cementconcretechannelshalfround G.S.W. pipes, Brick Masonry, plastering from inside and withframe fixed in cement concrete withR.C.C. Cover medium duty 140Kilogramwith frame etc complete. Bd.V.43, Page Number 574
57	Providingpatti/band75mm wideonplasteredsurface 12mm to15mm thickinC.M.1:3line andlevel including neat finishing scaffolding curing etc. complete.
58	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 twocoatsofoilpaintingofapprovedqualityandshadeetc. complete. Bd.C.2 Page Number 275
59	Providing andfixing colourcoatedZincalume (R)AZ150(min150gms/sq.mt.totalon each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength,metallichotdipcoatedwith Aluminium-Zincalloy(55%aluminium 43.4%zinc 1.6% silicon) with COLORBOND ( R ) steel quality superdurablepolyesterpaintcoat(withinorganic pigment). The paint shall have a total coating thicknessofnominal35um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center.The endribshallbedesignedforanti-capillarygroove.andreturnleg.Thefeed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre)
60	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR SAND
61	ROYALTY CHARGES FOR OTHER MINERALS
62	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
63	CONCRETE Mix Design
64	STEEL BAR TESTING Upto 16 mm
65	CONCRETE PAVING BLOCK Compressive strength, water Absorption (set of 8 Blocks), Flexural Test (set of 8 Block) Resistance to wear (Set of 8 Blocks)
66	2. Construction of CC Road and Drain at Renapur Nagar Panchyat Renapur City Area. Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the requiredgrade,camberandside slopesandconveying the excavatedmaterialswithallliftsuptoaleadof 50m. and spreading for embankment or stacking as directed. MORTH 301
67	Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. As directed by Engineer in charge.
68	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
69	Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources)
70	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material
71	Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding25mm,,cementcontentnottobelessthan150kg/cum,optimummoisturecontenttobe determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing, curing andincluding preparation of sub-grade surface if required etc. complete.
72	Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification2013,mixedinabatchingandmixingplant/nontiltingmixerandWeighbatcher asper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
73	Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
74	Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessarycuttingsupportedbyTMTFE500,chairswithproperalignmentbyusingproperlydesigned assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. MORTH 602.6.5
75	Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia.70cms.long andat30.00cm.C/C andwhereverdirectedincludinghandling,straighteningwrapping withpaperofapprovedqualityforhalflength,necessarycutting,handling,straightening,supportedby assembly of TMT FE 500, chairs with proper alignment etc. complete. MORTH 602.6.4.2
76	Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machinewithdiamondstuddedsawwithin48hoursofcastingofbay/slabetc.completeincluding subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. MORTH 602.6.3 &602.6.4
77	Providingtocontractionjointspolysuphidesealent(Pouringgrade)confirmingtoBS:5212-1989into sawedgroovewidenedattopforsealentreservoirofspecifiedsizeandshapeasperdetaileddrawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger thanthe initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints withwaterjet/aircompressorandallowing jointto becomethoroughlydrybefore sealentisappliedand applying primer.(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)
78	Providing andfixing signboards60 cm x 80 cm diamade outof 3mm aluminum sheet bondedwithIRC specified colour of retro reflective sheeting of Type IV High
79	Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. MORTH 309
80	Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
81	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
82	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.Layers including watering and compacting etc. complete. Bd.A.10 Page Number 262
83	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
84	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
85	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
86	Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing andcuring etc. complete. (withreversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA CD 8 Page 163
87	Providing andlaying in situ / ready mix M-20cement concrete of trap/granite /quartzite /gneiss metalfor approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (withreversible drum type mixer/ concrete batchmix plant (pan mixer)with SCADAwith fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) CD.15 Page.No. 168 and B.7. Page No. 38
88	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 Page Number 134
89	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR OTHER MINERALS
90	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
91	Concrete Mix Design
92	Steel
93	3.Construction of Compound Wall at Gosavi Smashan Bhumi at Renapur Nagar PanchyatExcavation 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 Page Number 259
94	Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof 50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthe bedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstrutting etc.complete.(Liftupto1.50m)ByMechanical Means Bd.A.2 Page Number 259
95	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
96	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.layersincluding watering and compacting etc. complete. Bd.A.10 Page Number 262
97	Fillinginplinthandfloorswithcontractors material/broughtfromoutsideandapprovedbyEngineer incharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete. Bd.A.11 Page Number 263
98	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
99	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
100	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
101	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering,formwork,coverblocks,laying/pumping,compactionfinishing the formedsurfaceswithcement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.5 Page Number 300 and B.7, Page.Number 38
102	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20 oftrap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirected includingsteel centering, formwork, cover blocks, laying/pumping, compactionand roughening thesurfaceifspecialfinishistobeprovidedand curingetc. complete. (Excluding reinforcement and structural steel). 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 (Crushedsand VSI Grade) Bd.F.6 Page Number 300 and B.7, Page Number38
103	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Bd.F.17, Page Number 306
104	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. Bd.G. 1 Page Number 313
105	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6 insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete Bd.G.5 Page Number 315
106	Providing andfixing mild steelgrill workfor windows,ventilators etc.20 Kilogram/Square Metre as per drawing including fixtures,necessarywelding andpainting withone coatsof anticorrosive paint and two coats of oil painting complete. Bd.U.1 Page Number 537
107	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 Page Number 369
108	Providing and applying plastic emulsion paint of approved quality, colour and shade tonew surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete.
109	Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plasteredsurfaces includingscaffoldingifnecessary,preparingthesurfacebythoroughlycleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. As directed by Engineer in charge.
110	Providingandapplyingtwocoats(exteriorquality) offlatoilpaintofapprovedcolourandshadetothe plasteredsurfaceinbuildingsandworkshopsincludingscaffoldingifnecessary,cleaningthesurfaceand preparing surface etc. complete. (excluding primer coat)
111	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR SAND
112	ROYALTY CHARGES FOR OTHER MINERALS
113	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
114	CONCRETE Mix Design
115	STEEL BAR TESTING Upto 16mm
116	BRICKS Water Absorption, Compressive Strength, Efflorescence
117	4. Construction Punya Shlok Ahilyadevi Holkar Samaj Mandir at Renapur Nagar PanchyatExcavation 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 Page Number 259
118	Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof 50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthe bedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstrutting etc.complete.(Liftupto1.50m)ByMechanical Means Bd.A.2 Page Number 259
119	Excavation for foundation in hard murum including removing the excavated material upto a distanceof50 metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthebed forthefoundation andnecessarybackfilling,ramming, watering including shoring andstrutting etc. complete.(Liftfrom 1.5to 3.0m)By Manual Means
120	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
121	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.layersincluding watering and compacting etc. complete. Bd.A.10 Page Number 262
122	Fillinginplinthandfloorswithcontractors material/broughtfromoutsideandapprovedbyEngineer incharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete. Bd.A.11 Page Number 263
123	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
124	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
125	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
126	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering,formwork,coverblocks,laying/pumping,compactionfinishing the formedsurfaceswithcement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.5 Page Number 300 and B.7, Page.Number 38
127	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20 oftrap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirected includingsteel centering, formwork, cover blocks, laying/pumping, compactionand roughening thesurfaceifspecialfinishistobeprovidedand curingetc. complete. (Excluding reinforcement and structural steel). 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 (Crushedsand VSI Grade) Bd.F.6 Page Number 300 and B.7, Page Number38
128	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metalforR.C.C. slabsand landings as perdetailed designsand drawingsincludingsteelcentering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.8 Page Number 302 and B.7, Page Number38
129	Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.chajjaasperdetaileddesignanddrawingsincludingsteelcentering,formwork,coverblocks, laying/pumping,compactingand rougheningthesurfaceif specialfinishistobeprovidedandcuring complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLC with SCADAenabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (Crushed sand VSI Grade) Bd.F.9 Page Number 303 and B.7, Page Number38
130	Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/quartzite/ gneissmetalforR.C.C.pardiofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem ifspecialfinishistobeprovided andcuringcomplete.(Excludingreinforcementand structuralsteel).withfullyautomaticmicroprocessor basedPLCwithSCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
131	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Bd.F.17, Page Number 306
132	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. Bd.G. 1 Page Number 313
133	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6 insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete Bd.G.5 Page Number 315
134	Providing internal cement plaster 20mm thick inSingle coats in cement mortar 1:4without neerufinish,to concrete,bricksurface,inallpositionsincludingscaffoldingandcuring etc.complete. Bd.L.4 Page Number 368
135	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 Page Number 369
136	Providing andfixing frame with/without ventilatorof size as specifiedwithCountrynon teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. As directed by Engineer in charge.
137	Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mmthickstyleandrailwith25mmthickpanelswithopenablefanlightasperdetailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures andfasteningand finishingthewood workwithoilpainting3coats.(Excludingthedoor frame) BD-T-7 and 8 Page Number 481-82
138	Providing andfixing mild steelgrill workfor windows,ventilators etc.20 Kilogram/Square Metre as per drawing including fixtures,necessarywelding andpainting withone coatsof anticorrosive paint and two coats of oil painting complete. Bd.U.1 Page Number 537
139	Providingandfixinggreenmarbleof18to20mmthickfordoorframe/dado/window boxing etc. OnC.M.1:6includingfilling jointswithpolymerbase fillernosing /moulding thesharpedgeswherevernecessary, curing,etc. complete.
140	Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605 mm x to 605 mm of8to10mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make,shade and pattern for flooring in required position laid on a bed of 1:4 cement morarincludingneatcementfloat,filling joints, curing and cleaning etc. complete.
141	Providing and applying plastic emulsion paint of approved quality, colour and shade tonew surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete.
142	Providingandapplyingwashableoil-bounddistemperofapproved colourand shadetooldand new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Bd.P.5 Page Number 413
143	Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plasteredsurfaces includingscaffoldingifnecessary,preparingthesurfacebythoroughlycleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. As directed by Engineer in charge.
144	Providing andfixing inposition.(asperI.S.1868/ 1982)Aluminium sliding window oftwo tracks with rectangularpipe having overalldimension63.50x38.10x1.02mm atweight0.547 Kilogram/Running metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm atweight 0.695Kilogram/Running metre.Topandside track section61.85x31.75x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Runningmetre.As per detailed drawings and as directed by Engineer in chargewithallnecessaryAluminiumsections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section ofshutterincluding 5mm thickplainglasswithallrequiredscrewsandnutsetc,complete.Withpowdercoating with box
145	Providingandapplyingwashableoil-bounddistemperofapproved colourand shadetooldand new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Bd.P.5 Page Number 413
146	Providingandfixing900mm highS.S.304Grade Stainlesssteelrailingwith40mm diameterand 1.5mm thickattop,40mm diameterand 1.5mm thickverticalsupportsspaced at 1.5m center tocenter and 8mm thick toughened glass including fabricating ,fixtures, errecting ,necessarywelding,grinding, finishing, buffing to stainless steel pipe etc. complete
147	Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. As directed by Engineer in charge.
148	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR SAND
149	ROYALTY CHARGES FOR OTHER MINERALS
150	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
151	Concrete Mix Design
152	Steel Bar Testing
153	Above 16 mm
154	Water Absorption
155	Ceramic Tiles
156	5-Construction and Development of PN 8 Yelam Galli Hanuman Mandir Sabhagrah at Renapur N P CityExcavation 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 Page Number 259
157	Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof 50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthe bedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstrutting etc.complete.(Liftupto1.50m)ByMechanical Means Bd.A.2 Page Number 259
158	Excavation for foundation in hard murum including removing the excavated material upto a distanceof50 metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthebed forthefoundation andnecessarybackfilling,ramming, watering including shoring andstrutting etc. complete.(Liftfrom 1.5to 3.0m)By Manual Means
159	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
160	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.Layers including watering and compacting etc. complete. Bd.A.10 Page Number 262
161	Fillinginplinthandfloorswithcontractors material /broughtfromoutsideandapprovedbyEngineer incharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete. Bd.A.11 Page Number 263
162	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
163	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
164	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite /gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
165	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering,formwork,coverblocks,laying/pumping,compactionfinishing the formedsurfaceswithcement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.5 Page Number 300 and B.7, Page.Number 38
166	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20 oftrap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirected including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening thesurfaceifspecialfinishistobeprovidedand curingetc. complete. (Excluding reinforcement and structural steel). 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 (Crushedsand VSI Grade) Bd.F.6 Page Number 300 and B.7, Page Number38
167	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metalforR.C.C. slabsand landings as perdetailed designsand drawingsincludingsteelcentering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.8 Page Number 302 and B.7, Page Number38
168	Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.chajjaasperdetaileddesignanddrawingsincludingsteelcentering,formwork,coverblocks, laying/pumping,compactingand rougheningthesurfaceif specialfinishistobeprovidedandcuring complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLC with SCADAenabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (Crushed sand VSI Grade) Bd.F.9 Page Number 303 and B.7, Page Number38
169	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Bd.F.17, Page Number 306
170	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. Bd.G. 1 Page Number 313
171	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6 insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete Bd.G.5 Page Number 315
172	Providing internal cement plaster 20mm thick inSingle coats in cement mortar 1:4without neerufinish,to concrete,bricksurface,inallpositionsincludingscaffoldingandcuring etc.complete. Bd.L.4 Page Number 368
173	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 Page Number 369
174	Providing andfixing frame with/without ventilatorof size as specifiedwithCountrynon teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. As directed by Engineer in charge.
175	Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mmthickstyleandrailwith25mmthickpanelswithopenablefanlightasperdetailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures andfasteningand finishingthewood workwithoilpainting3coats.(Excludingthedoor frame) BD-T-7 and 8 Page Number 481-82
176	Providing andfixing mild steelgrill workfor windows,ventilators etc.20 Kilogram/Square Metre as per drawing including fixtures,necessarywelding andpainting withone coatsof anticorrosive paint and two coats of oil painting complete. Bd.U.1 Page Number 537
177	Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / OceanBrown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing,etc. complete. As directed by Engineer-In- Charge
178	Providing andfixing in required positionskirting or dado of polishedKotahStone slab25 mm to 30mm thickfixed on base on plasterofcementmortar 1:4 including cementfloat, filling joints withcement slurry, curing rubbing, polishing and cleaning complete.
179	Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605 mm x to 605 mm of8to10mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make,shade and pattern for flooring in required position laid on a bed of 1:4 cement morarincludingneatcementfloat,filling joints, curing and cleaning etc. complete.
180	Providing and applying plastic emulsion paint of approved quality, colour and shade tonew surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete.
181	Providingandapplyingwashableoil-bounddistemperofapproved colourand shadetooldand new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Bd.P.5 Page Number 413
182	Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plasteredsurfaces includingscaffoldingifnecessary,preparingthesurfacebythoroughlycleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. As directed by Engineer in charge.
183	Providing andfixing inposition.(asperI.S.1868/ 1982)Aluminium sliding window oftwo tracks with rectangularpipe having overalldimension63.50x38.10x1.02mm atweight 0.547 Kilogram/Running metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm atweight 0.695Kilogram/Running metre.Topandside track section61.85x31.75x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram /Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Runningmetre.As per detailed drawings and as directed by Engineer in chargewithallnecessaryAluminiumsections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section ofshutterincluding 5mm thickplainglasswithallrequiredscrewsandnutsetc,complete.Withpowder coating with box
184	Providing and applying two coats of flat oil paint of approved colour and shade to internal / externalplastered surfacesincludingscaffoldingifnecessary,cleaningandpreparingthe surface (excluding primer coat) etc. complete.
185	Providingandfixing900mm highS.S.304Grade Stainlesssteelrailingwith40mm diameterand 1.5mm thickattop,40mm diameterand 1.5mm thickverticalsupportsspaced at 1.5m center tocenter and 8mm thick toughened glass including fabricating ,fixtures, errecting, necessarywelding,grinding, finishing, buffing to stainless steel pipe etc. complete
186	Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. As directed by Engineer in charge.
187	Providingandlayingintrenches80mmdia.heavygradehavingembossedasISIMark galvanised iron pipes of 10.15 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenchesandwithprimerofanti-corrosive oilpaint,2coatscomplete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
188	Dismantlingbrick masonry in limeor cement mortar and stackingthematerils as directedwithall leads, lifts etc. As directed by Engineer in charge.
189	Removing cement tiles, or marble or polishedshahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete As directed by Engineer in charge.
190	Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stackingthem within the specified lead as directed etc. complete.
191	Providingpatti/band75mm wideonplasteredsurface 12mm to15mm thickinC.M.1:3line andlevel including neat finishing scaffolding curing etc. complete.
192	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR SAND
193	ROYALTY CHARGES FOR OTHER MINERALS
194	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
195	CONCRETE Mix Design
196	STEEL BAR TESTING
197	Above 16 mm (Set of 3 Bars)
198	Water Absorption, (Set of 5 Bricks) Compressive Strength, (Set of 5 Bricks) Efflorescence
199	CEARAMIC TILES / VITRIFIED TILES
200	6.Construction and Development Smashan Bhumi at Hanmantwadi at Renapur N P Renapur City AreaExcavation 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 Page Number 259
201	Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof 50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthe bedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstrutting etc.complete.(Liftupto1.50m)ByMechanical Means Bd.A.2 Page Number 259
202	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
203	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.layersincluding watering and compacting etc. complete. Bd.A.10 Page Number 262
204	Fillinginplinthandfloorswithcontractors material/broughtfromoutsideandapprovedbyEngineer incharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete. Bd.A.11 Page Number 263
205	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
206	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
207	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
208	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering,formwork,coverblocks,laying/pumping,compactionfinishing the formedsurfaceswithcement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.5 Page Number 300 and B.7, Page.Number 38
209	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20 oftrap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirected includingsteel centering, formwork, cover blocks, laying/pumping, compactionand roughening thesurfaceifspecialfinishistobeprovidedand curingetc. complete. (Excluding reinforcement and structural steel). 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 (Crushedsand VSI Grade) Bd.F.6 Page Number 300 and B.7, Page Number38
210	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metalforR.C.C. slabsand landings as perdetailed designsand drawingsincludingsteelcentering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.F.8 Page Number 302 and B.7, Page Number38
211	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Bd.F.17, Page Number 306
212	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. Bd.G. 1 Page Number 313
213	Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6 insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete Bd.G.5 Page Number 315
214	Providing internal cement plaster 20mm thick inSingle coats in cement mortar 1:4without neerufinish,to concrete,bricksurface,inallpositionsincludingscaffoldingandcuring etc.complete. Bd.L.4 Page Number 368
215	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 Page Number 369
216	Providingand Laying factorymade coloured chamfered edgeCement concretegrass paverblocksof required strength,thickness & size/shape, made by table vibratory method using PU mould,laidinrequired colour&patternover50mmthickcompactedbedoffinefine aggregate (natural sand/crushed sand VSI grade finely washed etc.), compacting and proper embedding/laying of inter locking paver blocks into the fine aggregate(naturalsand/crushedsandVSIgradefinelywashedetc.)beddinglayerthroughvibratory compaction by using plate vibrator,fillingthejointswithfineaggregate(naturalsand/crushedsandVSI gradefinely washedetc.)andcuttingofpaverblocksasperrequiredsizeandpattern,finishingand sweeping extra fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) and complete as per manufacturer spsecifications & direction of Engineer-in-Charge. 60mm thick CC paver block of M-35 grade concrete with approved colour and design & pattern.
217	Providingandapplyingwashableoil-bounddistemperofapproved colourand shadetooldand new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Bd.P.5 Page Number 413
218	Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plasteredsurfaces includingscaffoldingifnecessary,preparingthesurfacebythoroughlycleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. As directed by Engineer in charge.
219	Providingpatti/band75mm wideonplasteredsurface 12mm to15mm thickinC.M.1:3line andlevel including neat finishing scaffolding curing etc. complete.
220	Planting large flowering / shady trees :- (Minimum height to 2mtr) digging pit with size 0.90m x 0.90m x 0.90m removing and conveying unwanted staff to a required distance as directed. Filling the plinth with approved excavated material up to a height of 0.30m and remaining height 0.60m with fresh garden soil and manure height 0.60mwith fresh garden soil & manure in 3:1 proportion. mixing soil and manure throughly well levelling as directed watering previous night. planting two or three year old minimumn 2 mtr height healthy tree sapling as per specifications. manitaining till well established by watering weedings stirring of soil, stacking, replacing of casualties ertc. complete.
221	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR SAND
222	ROYALTY CHARGES FOR OTHER MINERALS
223	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
224	CONCRETE Mix Design
225	STEEL BAR TESTING
226	Water Absorption, (Set of 5 Bricks) Compressive Strength, (Set of 5 Bricks) Efflorescence
227	SUPPLYING AND ERECTING 12.5 M (CLEAR HEIGHT) MORORIZED HIGH-MAST
228	7. Construction of C.C. Road And Drain PN 1 Kalewadi Area (AAD To IRAL House) at Renapur Nagar Panchyat Renapur City Area.Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the requiredgrade,camberandside slopesandconveying the excavatedmaterialswithallliftsuptoaleadof 50m. and spreading for embankment or stacking as directed. MORTH 301
229	Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. As directed by Engineer in charge.
230	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
231	Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources)
232	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method andGrading - II Material
233	Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding25mm,,cementcontentnottobelessthan150kg/cum,optimummoisturecontenttobe determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing, curing andincluding preparation of sub-grade surface if required etc. complete.
234	Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification2013,mixedinabatchingandmixingplant/nontiltingmixerandWeighbatcher asper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
235	Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
236	Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessarycuttingsupportedbyTMTFE500,chairswithproperalignmentbyusingproperlydesigned assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. MORTH 602.6.5
237	Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia.70cms.long andat30.00cm.C/C andwhereverdirectedincludinghandling,straighteningwrapping withpaperofapprovedqualityforhalflength,necessarycutting,handling,straightening,supportedby assembly of TMT FE 500, chairs with proper alignment etc. complete. MORTH 602.6.4.2
238	Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machinewithdiamondstuddedsawwithin48hoursofcastingofbay/slabetc.completeincluding subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. MORTH 602.6.3 &602.6.4
239	Providingtocontractionjointspolysuphidesealent(Pouringgrade)confirmingtoBS:5212-1989into sawedgroovewidenedattopforsealentreservoirofspecifiedsizeandshapeasperdetaileddrawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger thanthe initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints withwaterjet/aircompressorandallowing jointto becomethoroughlydrybefore sealentisappliedand applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)
240	Providing and fixing informatory sign boardsof size 60 cm x 80 cm made out of 3mm Aluminum composite panelbondedwithIRCSpecifiedcolourof retroreflectivesheetingofTypeIVHighIntensityMicro- Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflectivecutoutborder&messageshavingpressuresensitive
241	Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. MORTH 309
242	Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
243	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305
244	Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.layersincluding watering and compacting etc. complete. Bd.A.10 Page Number 262
245	Providingsoling using80 mm sizetrap metal in 15 cm. layer includingfilling voidswithCrushed sand/grit, ramming, watering etc. complete.
246	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287
247	Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Bd.E.4 Page Number 289 and B- 7, Page Number38
248	Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing andcuring etc. complete. (withreversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA CD 8 Page 163
249	Providing andlaying in situ / ready mix M-20cement concrete of trap/granite /quartzite /gneiss metalfor approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (withreversible drum type mixer/ concrete batchmix plant (pan mixer)with SCADAwith fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) CD.15 Page.No. 168 and B.7. Page No. 38
250	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
251	ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR OTHER MINERALS
252	Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. CONCRETE Compressive Strength of C. C. Cube (Set of 3 Cubes)
253	CONCRETE Mix Design
254	STEEL

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Construction And Development Of Yelam (Reddy) Samaj Bhavan At Renapur N.P. (2)Construction Of Cc Road And Drain At Renapur Np Renapur (3)Construction Of Compound Wall At Gosavi Smashan Bhumi At Renapur Np (4)Construction Punya Shlok Ahilyadevi Holkar Sama, Renapur-Maharashtra

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Construction And Development Of Yelam (Reddy) Samaj Bhavan At Renapur N.P. (2)Construction Of Cc Road And Drain At Renapur Np Renapur (3)Construction Of Compound Wall At Gosavi Smashan Bhumi At Renapur Np (4)Construction Punya Shlok Ahilyadevi Holkar Sama, Renapur-Maharashtra

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