Rural Development Government Departments Closing in 0 days TDR #51579113

Tender For Construction Of Panchyat Samitee Building At Mahagaon, Tq.- Mahagaon, Dist.- Yavatmal

Issued by Government Departments · mahagaon, Maharashtra
Tender Value
3.42 Crore
Estimated cost
Bid Submission
28 Oct 2025
0 days left
EMD
3.50 Lakhs
Bank guarantee accepted
Document Fee
3360
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
mahagaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Panchyat Samitee Building At Mahagaon, Tq.- Mahagaon, Dist.- Yavatmal

BOQ

Name of Work: Construction Of Panchyat Samitee Building At Mahagaon, Tq.- Mahagaon, Dist.- Yavatmal
Sl. No. Item Description
1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
2Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstruttingetc.complete.(Liftupto1.50m)ByMechanical Means
3Excavationforfoundationinhardmurumandbouldersincludingremovingtheexcavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling, ramming,wateringincludingshoringandstruttingetc.complete.(Liftupto1.5m.)By Mechanical Means
4ExcavationforfoundationinHardmurum andbouldersincludingremoving theexcavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means
5ProvidingpreconstructionalantitermitetreatmentasperI.S.6313(Part-II)treatmentby treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos perOne Square Metre of vertical surface area covering 10 years guarantee on bond paper.
6Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surfaceofplinthfillingattherateof5litresofemulsionconcentrateat1.0percentof clorophyrifosperOne Square Metre of surface area covering ten years guarantee on bond paper.
7ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)
8Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailingoutwater, Steelcentering, formwork,laying/pumping,compacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed 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,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
9ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steel centering,formwork,coverblocks,laying/pumping,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, 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)
10ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite /quartzite/gneissmetalforR.C.C.columnsasperdetaileddesignsanddrawingsoras directedincludingsteelcentering,formwork,coverblocks,laying/pumping,compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smoothand even surface or roughening if special finish is to be providedand curing etc. 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 (Crushed sand VSI Grade)
11ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcementandstructuralsteel).withfullyautomaticmicroprocessorbasedPLCwith SCADAenabledreversibleDrumTypemixer/concreteBatchmixplant(Panmixer)etc. complete. With fine aggregate (Crushed sand VSI Grade)
12Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete.
13Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.Layers including watering and compacting etc. complete.
14Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineerincharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete.
15ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel centering, 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 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)
16Providing and laying Cast in situ/Ready Mixcement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting androughening the surface ifspecial finish is to be provided and curing complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLCwithSCADA enabledreversibleDrum Typemixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate (Crushed sand VSI Grade)
17ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/gneissmetalforR.C.C.pardiofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping,compacting and roughening them if special finish istobeprovidedandcuringcomplete.(Excludingreinforcementandstructuralsteel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumType mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)
18ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-25oftrap/granite/gneiss/quartzitemetalforR.C.C.finsofrequiredthicknessinpositionasshownonthe drawingsorasdirectedbyEngineer-in-chargeincludingsteelcentering,plywood/steel formwork,steelprops,laying/pumping,compaction,finishingunevenandhoneycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement,including coverblock)Newlylaidconcrete shallbe coveredby gunnybag, plastic, tarpaulin etc. 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)
19ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-25oftrap/quartzite/granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawingsorasdirectedincludingsteelcentering,plywood/steelformwork,steelprops, laying/pumping,compaction,finishing unevenandhoneycombedsurface withC.M.1:3of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumType mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)
20Providing and fixing during laying in RCC Slabrectangular 2 mm thickM.S. sheet fan hook box ofsize 180x100 mm with required depth with holes or notches as required, bottom and top sides of 1.6 mm M.S. sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface
21Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
22Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete.
23Transpotation ofof material obtained from debris of various sorts including necessary excavation / loosing including loading , unloading and conveying and disposing as directed. For 1.00 kms as per transportation rate
24B.B.MASONARY PLASTER COLOURExcavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
25Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstruttingetc.complete.(Liftupto1.50m)ByMechanical Means
26ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)
27Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailingoutwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed 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,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicro 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)
28Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete.
29Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.Layers including watering and compacting etc. complete.
30Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineerincharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete.
31Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete.
32Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar1:6insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete
33Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm placedat every third course, properly bent and bonded at ends scaffolding, racking out joints and watering etc. complete.
34Providing andlaying Castinsitu/ReadyMixcement concrete M-15oftrap/ granite/quartzite/gneissmetalforcoping to plinthorparapet,mouldedorchamferedasper drawingorasdirectedincludingsteelcentering,plywood/steelformworkcompacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed 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 fine aggregate (Crushed sand VSI Grade)
35Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface. RCC pardi/ Wall and all type of Interior, ExteriorCompound wall and Gate etc. of cladding processed stone with material of Processed clay, Wooden chips, Silica sand, Cement, GFRC admixtures, Colour pigments, Fiber up to thick of 230 mm/ 25 mmincluding scaffolding, fixing of screw, etc. (As directed by Engineer in Charge)
36Providing and applying two coats of textured synthetic paint of approved shade and quality andonecoatofprimerbeforeapplyingtexturedpaintincludingscaffoldingifnecessary preparing surface by thoroughly cleaning oil, grease, dirt and other materials as required, etc. complete.
37Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.Cmembersandbrickwork,ofapprovedqualityincludingfixing meshinpositionby necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete.
38Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:5without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
39Providing internal cement plaster 20mm thick inSingle coats in cement mortar 1:5without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete
40Providing sand faced plaster externally in cement mortar using approved screened sand, in all positionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoatroughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurfacebytakingoutgrainsandcuringforfourteendays scaffolding etc.complete.
41Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:4without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
42Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.
43Providing andapplying 2 coats of 100% Pure acrylic low VOCandAPEO& HCHOfree waterbasedpaintofapprovedcolourthatbelongstoclass1flamespreadresistanceof approvedmake Paint should provide durable and long lasting silk finish witha highcrack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria andfungus. Painthas tobe appliedon smoothanduniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed withwater based low VOC Primer. The work activity shouldcover all aspects of applying paints from surface preparation as directed by Engineer in charge.
44Providingandapplying2Coatsofhighqualityacryliccopolymermattapprovedlow VOC emulsion paint of approved shadethat gives smooth, flat and washable and durable finishing of approvedmake. Paint should have good flow levelling property with good colour retention andincanantibacterialproperty.Painthastobeappliedonsmoothanduniformsurface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC acrylic copolymer based primer sealer that has incan antibacterial property.Theworkactivityshouldcoverallaspectsofapplyingpaintsfromsurface preparation,fillingtoerectinganddismantlingofscaffolding,finishingthesurfaceetcas directed by Engineer in charge.
45Providing and applying two coats of exteriorweather shield paint of approved manufacture andofapprovedcolourtotheplasteredsurfacesincludingcleaning,preparingtheplaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etccomplete. NOTE: ForItem One Number 15 to 18 prior approval of Superintending Engineer will be necessary
46Providing Water proofing treatment to newly laid fully cured concrete slab of terraces by applying first coat of polymer modified semi-viscous paste prepared by mixing polymer of approved make and Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) to a neatly cleaned and dust free concrete surface and upto 300 mm. over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, sprinkling coarse sand over it, followed by protective mechanical cover water proof plaster 20 mm thick after sufficient curing apply IPS 40 mm to 75 mm. thick cement concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and water proofing compound of approved make and polypropylene fibres @ 125 gm per bag of cement making groovr 3 to 4 mm wide & 10 mm deepin concrete, in pannels of 3m/4m or as per site condition & filling the joints with poly sulphide sealant after curing including providing holler with drip moulds at the junction and finishing the concrete surface with neat cement slurry, as directed and ponding the surface as directed etc.complete ; covering 10 years guarantee against leakproofness on court Fee stamp paper of Rs 100/-
47ProvidingwaterproofbeddingforflooringofBathandWC25mmthickinC.M.1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete.
48Transpotation ofof material obtained from debris of various sorts including necessary excavation / loosing including loading , unloading and conveying and disposing as directed. For 1.00 kms as per transportation rate
49BUILDING DOOR Providing and fixing single or double leaf panelled door shutter excluding frame with glazed openablefanlightshutter35mmthickasperdetaileddrawingconsistingpanelledvertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particleboard including stainless steel fixtures and fastening and T.W. beading at junctions of panel insertsandasinstructedbytheEngineerinchargeincluding3coatsofoilpaintingetc. complete.
50Providingandfixingsingleleafpanelleddoorshutterwithoutfanlightandshutter35mm thick as per drawing consisting of T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenolformaldehydesyntheticresin(GenerallyconfirmingtoISI3097)excludingframe, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete.
51Providing and fixing 30mm thickPVC FLUSH L DOOR SHUTTER consisting of panel of hollow PVC profile of 20 mm thickness consisting frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mminserted inside the hollow section of stiles rails top ?and bottom railsandtwo19x19mm MStubesinsertedhorizontallyinsidethe hollowprofile section using 4/5 mm sheet using screws hollow profile shall be lipped with 10 mm (5mm x2) thickx20mmwidthonstilesandrailsusingsolventcement.Theinnerpanelshallbe laminatedwith5mm thicktermite proofwaterproof plain/prelam PVCsheet using solvent cementonthebothsidesofthepanelincludingstainlesssteelfixturesandfasteningetc. Complete as per direction of Engineer incharge, manufacturers specification and drawing.
52Providing and fixing M.S. grill door 24 Kilogram/ One Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc
53Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)
54Providingandlayingtelephoneblack/AmbaWhite/Cadburybrown/Rubyred/Ocean Brown 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.
55Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneissmetalforplainormoldedsills,cornice,jambs,blockincourse,or architraves of required size and shapes including steel centering,formwork, laying/ pumping, compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenand 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 gunnybag,plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.) withfully automaticmicro processorbasedPLCwithSCADAenabledreversibleDrum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
56Providing and fixing of factory made uPVC Sliding window & door (White Colour) complete, comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm (+-0.2 mm), duly reinforced with G.I. section1.5 mm, wherever required.uPVC window & door profile shall be made in India & shall conform to BS EN 12608 and other standards as mentioned below:S.No. Name of the testTest MethodSpecified Parameter1 Tensile Impact StrengthISO 8256- more than700Kj/m2 2 Vicat Softening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 \"P\" Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPaAll corners of frame and sash will be fusion welded. After placing 5 mm Float Annealed glass in the sash, uPVC glazing bead, interlock, EPDM / TPE gasket, brush shall be provided including touch lock and rollers & proper drainage system shall be provided. Window / Door will be fixed to the wall with 100mm long and 8mm dia. Fasteners and complete in all respect as per direction of Engineer-In-Charge.uPVC Window and Door Profiles are warranted for a period of ten (10) years against non-uniform discoloration, wrapping and rotting under general use.3 Track with Mesh-2 Glass Sash + 1 Mesh Sash (Each sash shall be half of width of window)(Big Series) Window frame of size 122 x 54 mm & Sash of size 64 x 47 mm.
57Providing and fixing of factory made uPVC Louver window (White Colour) comprising of uPVC multi-chambered with wall thickness of 2.3mm (+-0.2 mm ),duly reinforced with 1.5 mm thick G. I. Section. uPVC window & door profile shall be made in India & shall conform to BS EN 12608 and other standards as mentioned below: S.No. Name of the testTest MethodSpecifie Parameter1 Tensile Impact StrengthISO 8256- more than700Kj/m2 2 Vicat Softening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 \"P\" Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPa.All corners of frame shall be fusion welded. Both vertical sides of the frame, adjustable louver mechanism having one lever or fixed louver bracket shall be fitted with the of 4 mm Frosted Annealed glass. Window will be fixed to the wall with 100mm long and 8mm dia. Fasteners and complete in all respect as per direction of Engineer-In-Charge. uPVC Window and Door Profiles are warranted for a period of ten (10) years against non-uniform discoloration,wrapping and rotting under general use.a.Louver Window (Big Series) frame of size 67 x 62 mm & Mullion (if required) of size 67 x 78 mm.
58Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing etc. complete
59Providingandfixingweldedmeshof11gaugewireshavingmeshsize50mmx25mm including M.S Angle frame of size 35 mm x 35 mm x5 mm in position with oil painting 3 coats etc. complete
60Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre asperdrawing including fixtures,necessarywelding andpainting withone coatsof anticorrosive paint and two coats of oil painting complete.
61Providing and Fixing mat finish stainless steel (of 302 grade ) railing with toppipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75mmdiameteretc.complete(PriorapprovalofsampleandbrandbyEx.Engineeris necessary before use)
62Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and1.5mmthickattop, 40mm diameterand1.5mm thickverticalsupportsspacedat1.5m centertocenterand8mmthicktoughenedglassincludingfabricating,fixtures,errecting, necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete
63Providingandfixinginposition,Doubleshutteredaluminiumextrudedpowdercoated openable door of specified size with aluminium door frame of powder coated section 101.60 x 44.75mm ,3.18mm thickandshuttercomprising ofpowder coatedsection having bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, 3.00 mm thick and for shutter plain glass panes 5 mm thick for top panels and 12mm thick both side laminated phenol bonded particle board panels for bottompanels etc. , I.S.I. mark , heavy duty, Hydraulic floorspringof 150Kilogramcapacity , having heavy duty concealedlock, necessary beading, glazing clips, PVCgaskets,250mmlengthaluminiumtowerbolts,150mmdia.padhandle,etc.asper detaileddesignanddrawingorasdirectedbyengineerinchargeincludingallmaterials, labours, and equipment etc.complete
64BUILDING FLOORING Providing, laying andfixing exterior grade fibrilling fibre reinforcement heavy duty designer cementconcrete tilesforFlooring ofapprovedcolour anddesign 22+/ -2mm thickbayer colourpigmentedasperIS..1237-1980havingcompressivestrengthmorethan500 Kilogram/sq.cmreaffirmedin2006,havingwerttransvrsestrenghthof3.5/mm2,water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring.
65Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bedof crushedsand of 25 to 30 mm thick including skirting jointsandcleaning etc. complete. (using 100% crushed sand)
66Providing and laying 18 mm thick ADONI BROWN LEATHER FINISH stone for flooring, machine cut in required size, approved shade, color and texture laid using white cement slurry over 20 mm (average) thick base of cement mortar 1:4 followed by laying, fixing and jointed withwhitecementslurrymixedwithmatchingpigment,includingrubbingandcuring moulding and polishing to edge to give high gloss finish etc complete. The application rate for tile adhesives shall be as per manufacturer\"s recommendations. as per detail drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels and as directed by Engineer in charge. Complete. a) Flooring
67Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605 mm x to 605 mm of8to10mmthicknessandconfirmingIS.15622-2006(GroupBla)ofapprovedmake, shadeandpatternforflooringinrequiredpositionlaidonabedof1:4cementmorar including neat cement float, filling joints, curing and cleaning etc. complete.
68Providing and laying Antiskid Ceramic tiles of approved qualityof size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete.
69Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick andrequiredwidthinplain/diamondpatternonbedof1:6C.M.including cementfloat, filling joints with neat cement slurry, curing, polishing and cleaningetc. complete.
70Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Rubyred / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete.
71Providing and laying 18 mm thick ADONI BROWN LEATHER FINISH stone for flooring, machine cut in required size, approved shade, color and texture laid using white cement slurry over 20 mm (average) thick base of cement mortar 1:4 followed by laying, fixing and jointed withwhitecementslurrymixedwithmatchingpigment,including rubbingandcuring moulding and polishing to edge to give high gloss finish etc complete. The application rate for tile adhesives shall be as per manufacturer\"s recommendations. as per detail drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels and as directed by Engineer in charge. Complete. a) Skirting
72Providing and laying vitrified matt finish tileshaving size 590 mm to 605 mm x to 605 mm of8to10mmthicknessandconfirmingIS.15622-2006(GroupBla)ofapprovedmake, shadeandpatternfordadoandskirtinginrequiredpositionfixedin1:4cementmortar including neat cement float, filling joints, curing and cleaning etc. complete.
73Providingandlayingceramictilesof havingsize30cm.x30cm.andconfirmingto corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.
74Providing and laying cement concrete flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to givetheappearanceoftilesof30cmx30cmorothersizelaiddiagonally/squareetc finishing smooth (with extra cement) in any colour as directed and curing etc.complete.with Crushed sand VSI Grade
75Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade withfullmoulding and three grooved line forthetreadsonbedof1:4Cementmortarincludingfloatfilling jointswithneatcement slurry curing polishing and cleaningetc. complete.
76Providing andconstructing granite kitchenplatform withfixing of stainlesssteelsink 600 mm x 450mm size as per detaileddrawing including vertical bothside polishedkadappah stone 25 to 30 mm thick supports with kadappahtop 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two verticalgranitesupports15cmheightandtopgraniteof75x40cmincludingcutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m)
77Providingandfixingmachinecutmirrorpolished18mm to20mm thicktelephoneblack granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with full moulding the edges etc.complete . Both side polish
78Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Rubyred / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete.
79BUILDING WATER SUPPLY, SANITARYExcavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
80Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, wateringincludingshoringandstruttingetc.complete.(Liftupto1.50m)ByMechanical Means
81Excavationforfoundationinhardmurumandbouldersincludingremovingtheexcavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling, ramming,wateringincludingshoringandstruttingetc.complete.(Liftupto1.5m.)By Mechanical Means
82ExcavationforfoundationinHardmurum andbouldersincludingremoving theexcavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means
83ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)
84ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcementandstructuralsteel).withfullyautomaticmicroprocessorbasedPLCwith SCADAenabledreversibleDrumTypemixer/concreteBatchmixplant(Panmixer)etc. complete. With fine aggregate (Crushed sand VSI Grade)
85ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel centering, 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 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)
86Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
87Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete.
88Providing and laying cement concrete flooring 50 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade
89Providing sand faced plaster externally in cement mortar using approved screened sand, in all positionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoatroughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurfacebytakingoutgrainsandcuringforfourteendays scaffolding etc.complete.
90Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:4without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
91Providing and fixing H.D.P container one piece moulded water tank made out oflowdensitypolythylerandbuiltcorrugationincludingofdeliveryuptodestination hoisting andfixing of accessories such as inlet, outlet overflow of alltanks capacityabove 1000 to 20,000 litres
92Providing and fixing 45 cm wide mild steel ladder of 40mm x 6 mm mild steel flat stringers andstepsof18mmdia.mildsteelbarforwatertankincludingfixingitin(1:2:4)M-15 cementconcreteblock60cmx30cmx30cmandpaintingtheladdercomplete.(AntiCorossive Paint)
93Providing and fixing white european type wall-hung, Size 360mm x 360mm x 575 mm with flush valvehaving flow rate up to 6.0 Litr/Minute of Jaquar/Cera/Hindware /Perryware or equivalentmakeincluding PVC soil pipe, vent pipe upto outside face of wall, 100mm diaPVCplug bend inlet pipe all fittings,cutting & making good walls, floors etc as directed by Engineer in charge.( Make shall conform to manufacturer\"s Green product and shall got approved from the Engineer In Charge.)
94Providing and fixing Orissa type white glazed earthenware water closet pan of size 260mm x 440mm x 580mm with approvedmake Slim wall hung cistern with installation kitincluding S or P trap with cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc.complete.
95Grab bars-Providing SS grab bars set for accessible toilets comprising of 4 nos. Grab bars as specified below.(1 nos. wing grab bar + 1 nos. L shaped grab bar + 2 nos. straight grab bars = 1 typical set) 27a) Swing grab bar (1 NOS) Providing a S.S. 304 SWING HANDICAP GRAB BAR - 700 mm and of DIA: 32MM and thickness 1.5mm of the roved brand and make. 27b) L Shaped grab bar (1 NOS) Providing S.S. 304 L SHAPED DISABLED GRAB BARof IZE-600MM (H) X600MM (D) and 32MM DIA. and thicknessmm of the approved brand and make.27c) Straight grab bar (2 NOS)Providing S.STEEL 304 GRAB RAIL (600 MM),32MM DIA. and thickness 1.5mm of the approved brand and make.
96Providingandfixing wall-hungwhitewashbasinofsize470x575x190mmofapproved make half pedestal, pillar cock, C.P.Angular stop cock, long thread continental including S.S. bottletrapof havingnecessarypipeconnectionsuptotheoutsidefaceofthewall.etc complete.
97Providing and fixing white glazed urinal with Pressmatic auto closing valvehaving flow rate up to 4.0 Litr/Minute of Jaquar/Cera/Hindware /Perryware or equivalentmake with P.V.C. waste pipewith fittingarrangementetc.complete as directed by Engineer in charge.( Make shall conform to manufacturer\"s Green product and shall got approved from the Engineer In Charge.)
98Providing and fixing 8 cm rigid PVC Nahani trap including PVC grating ,bend, connecting piece of UPVCpipe up to the outside face ofwall ,making the gooddamagedsurface and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use)
99Providingandfixing15cmrigidPVCNahanitrapincludingPVCgrating ,bend,connectingpieceofUPVCpipeuptotheoutsidefaceofwall,makingthegood damaged surface and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use)
100Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.
101Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete.
102Providing and fixing 100 mm dia. chromium plated brass showers rose to 15mm dia. supply pipe including necessary bend and socket complete.
103Providing andfixing 450mm x550mm size superiortype Belgium mirrorwith16mmdia. nickel plated towel rod etc. complete.
104Providingandfixingstainlesssteelsinkofsize600x510x200mm incluidngcoupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete.
105Providingandlayingintrenches40mmdai.CPVCpipeincludingnecessaryexcavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
106Providingandlayingintrenches50mmdai.CPVCpipeincludingnecessaryexcavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
107Providing andlaying intrenches25mm dia.medium gradehaving embossedasISIMark galvanised iron pipes ?of 2.49 Kilogram/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Including removing existing pipe line if necessaryandconveying andstacking the same in PWD chowky or as directed etc. complete.
108Providingandlayingintrenches32mmdia.mediumgradehavingembossedasISIMark galvanised iron pipes ?of 3.20 Kilogram/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Including removing existing pipe line if necessaryandconveying andstacking the same in PWD chowky or as directed etc. complete.
109Providing andlaying intrenches40mm dia.medium gradehaving embossedasISIMark galvanised iron pipes ?of 3.68 Kilogram/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Including removing existing pipe line if necessaryandconveying andstacking the same in PWD chowky or as directed etc. complete.
110Providing andlaying intrenches50mm dia.medium gradehaving embossedasISIMark galvanised iron pipes ?of 5.17 Kilogram/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Including removing existing pipe line if necessaryandconveying andstacking the same in PWD chowky or as directed etc. complete.
111Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
112Providing andfixing onwalls/ceiling/floor 20mm dia.CPVC pipe withnecessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
113Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
114Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
115Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
116Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete.
117Providingandfixingscrewdownfor25mmdia.wheeledstoptapofbrassincluding necessary sockets/union nut complete.
118Providingandfixingscrewdownfor40mmdia.wheeledstoptapofbrassincluding necessary sockets/union nut complete.
119Providingandfixingscrewdownfor50mmdia.wheeledstoptapofbrassincluding necessary sockets/ union nut complete.
120ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cmx90cm including1:4:8cementconcretefoundation1:2:4cementconcretechannelshalfround G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.
121ProvidingandconstructingBrickMasonryInspectionChamber90cmx45cmx90cm including1:4:8cementconcretefoundation1:2:4cementconcretechannelshalfround G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.
122Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8C.Cfoundation,1:2:4C.C.channels/halfroundglazedstonewarepipechannel,salt glazedstone-wareinterceptingtrapwithroddingpipesetin1:4:8cementconcreteblock, brickmasonryplasteringinsideandOutside,fixedincementconcretewithR.C.C.Cover medium duty 140 Kilogram. etc complete
123Providing , laying and fixing ,jointingEco- drain 110 mm SN 8 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete.
124Providing , laying and fixing ,jointingEco- drain 160 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such abends,tees,coupler,etc,jointingwith rubberlubricantincludingnecessary excavation, trench refilling with selective excavated materialetc. complete.
125Providing , Laying and fixing, jointing Eco Drain 250 mm SN-04 Nu-Drain Upvc pipe or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328& 16098 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant, including necessary excavation, trench refilling with selective excavated material etc. complete.
126ProvidingandfixingP.V.C.Rainwaterpipesof110mmouterdiameterandhavingwall thicknessof2.2to2.7mmconfirmingtoI.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 One Number ,filing the joint using rubber gasket withsolvent cementandproperlyrestingtheshoeofpipesonC.C.ormasonryblocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.
127ProvidingandfixingP.V.C.Rainwaterpipesof160mmouterdiameterandhavingwall thicknessof2.2to2.7mmconfirmingtoI.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 One Number ,filing the joint using rubber gasket withsolventcementandproperlyrestingtheshoeofpipesonC.C.ormasonryblocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.
128Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
129Providingsoakpitofsize 120cm x120cm x120cmincluding excavatingandfilling with brick-bats.
130Providing andfixing in positionUPVC ultra violet stabilized110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete
131Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram)
132Transpotation ofof material obtained from debris of various sorts including necessary excavation / loosing including loading , unloading and conveying and disposing as directed. For 1.00 kms as per transportation rate
133BUILDING HARVESTING Providing, laying andfixing P.V.C. pipe of 110mm. dia. withfittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removingexistingpipelineifnecessaryandconveyingandstackingthesameinPWD chowky or as directed etc. complete.
134ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cmx90cm including1:4:8cementconcretefoundation1:2:4cementconcretechannelshalfround G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.
135ProvidingandconstructingBrickMasonryInspectionChamber90cmx45cmx90cm including1:4:8cementconcretefoundation1:2:4cementconcretechannelshalfround G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.
136RWH - Shallow Percolation Pit providing, constructing 2.0m deep shallow depth percolation pit comprising of 1.0m dia pre-cast RCC rings, 300mm thick side filling around outside of RCC rings (annular space) with 40mm size boulders including filling of percolation pit up to 0.5m depth (from bottom up) with 25-75mm clean washed gravels followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushedsandVSIgradefinelywashedetc.)includingnetlonmeshbetweeneach gravel/fine aggregate (naturalsand/crushedsandVSI grade finely washedetc.) medialayer includingcoveringwithRCCslab,manholeframe&cover,PVCrungsetc.including arrangement for inlet & outlet pipe, excavation & backfilling as shown in the drawing. The rateshallbeinclusiveofalllabour,material,wastage,scaffolding,transportation,taxes, includingallleads,liftsatalllevels.Allmaterialshouldbeofapprovedmake.Allworks complete as per the drawing, technical specification and direction of the Engineer in charge
137ProvidingandfixingP.V.C.Rainwaterpipesof160mmouterdiameterandhavingwall thicknessof2.2to2.7mmconfirmingtoI.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 One Number ,filing the joint using rubber gasket withsolventcementandproperlyrestingtheshoeofpipesonC.C.ormasonryblocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.
138Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
139Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit, in the required thickness, for all leads & lifts, all complete as per the direction of Engineer- in-charge.
140Supplying, filling, spreading & leveling gravels of size range 5mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.
141Supplying, filling, spreading & leveling coarse fine aggregate (crushed sand VSI grade finely washed etc.) of size range 1.5mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer in charge.
142Boring/drillingborewellof300mmdiaforcasing/strainerpipe,bysuitablemethod prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing andsubmittingstratachart/borelog,includinghire&runningchargesofallequipments, tools, plants & machinery required for the job, all complete as per directionof Engineer in charge, upto 90m depth below ground level.
143Supplying,assembling,loweringandfixinginverticalpositioninborewell,unplasticized PVCmedium well-casingpipe of150mm dia,conforming toIS:12818,includingrequired hireandlabourcharges,fittings&accessoriesetc.allcomplete,foralldepths,asperthe direction of Engineer in charge.
144Supplying,assembling,loweringandfixinginverticalpositioninborewell,unplasticized PVC medium well screen pipes with ribs of 100mm dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per the direction of Engineer in charge.
145GravelpackingintubewellconstructioninaccordancewithIS:4097,includingproviding gravel: fine/medium/ coarse,in requiredgrading &sizes asper the actual requirement,all complete as per direction of Engineer in charge.
146Providing and installing bio digester unit based on DRDO technology made of fibre reinforced plastic (FRP) having composition and following technical specifications and including necessary pipe and accessories up to 3 meter length, excluding the necessary excavation for installing the bio digester.Percentage of fibre glass (glass content in fibre glass should be minimum 30%): -33.33%Percentage of polyester resin: - 66.67%Water absorption (as per ASTM):-0.30%Flammability as per ASTMTensile strength:-115 MPASpecific Gravity at 25 degree centigrade 1.45Izod impact strength:-65KJ/M2Heat defection/distort temperature:-65deg CCorrosion resistance (Non Corrosive) fitted with Inlet pipe size rigid PVC: -100mmOutlet pipe size rigid PVC:-80mmGas outlet rigid PVC with Valve: 20mmBacteria immobilization PVC mattes (on all partition)With DRDO TOT licensee and latest batch certificate(month & year of supply) and capacity as below
147BUILDING FURNITURE Providing and FixingSoft Fibre Acoustical Suspended Ceiling System with Optra (Bevelled Tegular) Edge Tiles of size 15mm Exposed Grid. The tiles should have Humidity Resistance (RH) of 95%, NRC 0.9 - 1.0, Light Reflectance ?85%, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 15mm , suitable for Green Building application, with Recycled content of 66% GW and 74% RW. The tile shall be laid on precoated G.I channel 32 with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm and 600 mm Cross Tees with a web height of 32 mm and a load carrying capacity of 7 Kilograms/M2 with a minimum pull out strength of 100 Kilograms. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system The Tile and Grid system used together should carry a 10 year warranty.products approved as per GRIHA and BS 476 etc. complete.
148ACOUSTICAL WALL PANELLING – FABRIC WRAPPED OF SIZE: 600X600/1200X25MMProviding and Fixing of Acoustical Wall Panel with square edges made of fibre glass substrate 25mm thick, wrapped on the front side with an acoustically transparent fabric as per the approved shade (Husk, Copper, Sangria, Sesame, Coffee, Charcoal, Titanium, Flame, Peanut and Shell). The panel shall be classified for Fire Class A, as per ASTM E-84. The Acoustical Wall Panel shall be of sizes 600x600mm (Nominal) or 600x1200mm (Nominal) and shall achieve an NRC of 0.85 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) with 50mm airgap as per ASTM C423 to be fixed to wall on a framework of wooden battens and using Wall panel Impalers (supplied by the manufacturer) or by using construction adhesives (as per the instructions laid down by the manufacturer). The fibre glass substrate shall have a recycle content of 85%. Installation:An appropriate vapour barrier (by others) shall be applied/installed on the vertical surface before the installation to properly seal against entry of any moisture. Vapour barrier (by others) shall be installed as per Manufacturer’s recommendation. Install wooden batten grid (provided by others) of section 50x50mm or as approved by the Architect on the solid wall/partition to provide level and plumb surface. The Impalers shall be fixed to the battens using self-tapping screws, 3 nos. in case of 600x600mm and 4 nos. in case of 600x1200mm. Silica based construction adhesive (by others) to be dabbed on to the projecting elements (spikes) of the Impalers. Wall Panels shall be pierced through the spikes of the Impalers ensuring the line and level of the panels are maintained
149Supply, fixing and installation of 4mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours, including all necessary Framework, support and complete weather sealing as per architectural drawing. The Aluminium Composite Panel (ACP) should be made out of thermoplastic core of low-density polyethylene LDPE (100% virgin mix), sandwiched between two aluminium sheets of ALLOY GRADE- 5000 series, each not less than 0.50 mm thick, total thickness of aluminium composite panels not to be less than 4 mm, the exposed surface thereof shall have Stove lacquered finishing coat not less than (26 + - 2) micron (containing minimum 70% kynar 500 based PVDF) of colour and shade as per architectural design. The inside surface (facing the building exterior surface)shall have polyster based powder coating not less than 25 Micron with protective peel-off foil on the exterior face (peel off film will in no case leave any adhesive mark over the composite panel surface after it is peeled off). The supporting framework shall be made out of 50 mm X25mm X 3mm thick Aluminium section to be spaced horizontally and vertically for fixing of panel of size 900 mm X 1200 mm and fixed to the building structure as per design through 50mm X50mm X5 mm MS angle clamps prefixed to masonry or slab, columns with Hilti make anchor fastener screws. The fixing of panel to be done with the help of VHB tapes and screws and all the sealing of joints to be done with weather sealent Silicon as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate)
150Providing and fixing of factory made uPVC casement window / Fixed Window & Casement Door (White Colour) comprising uPVC multi-chambered frame, Sash, & Mullion with wall thickness of 2.3mm (+-0.2 mm ),duly reinforced with G.I. section 1.5 mm, wherever required. uPVC window & door profile shall be made in India & shall conform to BS EN 12608 and other standards as mentioned below:S.No. Name of the testTest MethodSpecified Parameter1 Tensile Impact StrengthISO 8256- more than700Kj/m2 2 Vicat Softening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 \"P\" Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPa.All corners of frame and sash will be fusion welded. Mullion shall be welded / screwed. EPDM / TPE Gasket shall be provided in all frame, sash & mullion, wherever necessary.Thereafter, 5 mm Float Annealed glass shall be provided in the sash with the help of uPVC glazing bead and hardware, i.e., friction hinge & single point handle (in window) & 3D Hinges & Multipoint Lock (in door) shall be provided. Window / Door shall be fixed to the wall with 100mm long and 8mm dia. Fasteners and complete in all respect as per direction of Engineer-In-Charge.uPVC Window and Door Profiles are warranted for a period of ten (10) years against non-uniform discoloration, wrapping and rotting under general use.Fixed Window (Big Series) frame of size 67 x 62 mm & Mullion (if required) of size 67 x 78 mm.
151Providing and fixing of factory made uPVC casement window / Fixed Window & Casement Door (White Colour) comprising uPVC multi-chambered frame, Sash, & Mullion with wall thickness of 2.3mm (+-0.2 mm ),duly reinforced with G.I. section 1.5 mm, wherever required. uPVC window & door profile shall be made in India & shall conform to BS EN 12608 and other standards as mentioned below:S.No. Name of the testTest MethodSpecified Parameter1 Tensile Impact StrengthISO 8256- more than700Kj/m2 2 Vicat Softening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 \"P\" Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPa.All corners of frame and sash will be fusion welded. Mullion shall be welded / screwed. EPDM / TPE Gasket shall be provided in all frame, sash & mullion, wherever necessary.Thereafter, 5 mm Float Annealed glass shall be provided in the sash with the help of uPVC glazing bead and hardware, i.e., friction hinge & single point handle (in window) & 3D Hinges & Multipoint Lock (in door) shall be provided. Window / Door shall be fixed to the wall with 100mm long and 8mm dia. Fasteners and complete in all respect as per direction of Engineer-In-Charge.uPVC Window and Door Profiles are warranted for a period of ten (10) years against non-uniform discoloration, wrapping and rotting under general use.Casement Door (Big Series) frame of size 67 x 62 mm & Door Sash of size 67 x 115 mm & Mullion (if required) of size 67 x 78 mm.
152Providing and fixing ISI marked double swing flush door shutters conforming to IS :2202 (Part I) Non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel L- hinges with necessary screws Fittings & Fixturesper leafSS kick plates on both sides of the door of 300mm heightHeavy Duty satin finish butt SS Hinges (100mm x 75mm x 3mm in size)-4 nos. SS finishedlever handle with mortise lock- 1 One NumberFloor spring- 1 One Number 100mm x 100mm safety glass at the specified location
153Book Case with Glass Shutter @ 825Lx300Dx1650HTProviding & Fixing of Book Case with Glass Shutter @ 825Lx300Dx1650HT:- To be made out of complete body & in 0.7mm thick CRCA & Shutter in 1.2mm thick CRCA with glass pannel in Powder coating finish as per drawing.
154Providingandfixing90cmx60cm Graniteplateengraving10cm.Height letter,figures including painting the lefters/figures with approved colour and shade complete
155Supplying and erecting D.C.P. type fire extinguisher 6 kgcapacity cartridge type with gun metal cap 150 gram CO2 gascartridge, powder and brackets conforming to IS 2171-1985/ IS15683 and complete erected with necessary clamps made from 50x6mm M.S. flat with nuts & bolts grouted in wall complete.
156Planting large flowering / Shady trees (Ht.1 mtr ):-Digging pit with size 0.9 x 0.9 m x 0.9m. removing & conveying unwanted stuff to required distance as directed. Filling the pit with approved excavated material upto a height of 0.30 m. and remaining height of 0.60 m.with fresh garden soil and manure in3:1 proporation Mixingsoil and manure throughly well levelling as directed wateringprevious night.Planting one or two year oldminimum 1.00 Mtr height,healthy trees sapling as per specifications. Maintaining tillwell established by watering weeding, stirring of soilreplacing the casualties etc. Complete.
157Preaparing Lawn (30 cm.depth):- Excavation the ground to a required depth of 30 cms. Removing & conveying unwanted stuff to required distance as directed. Filling fresh garden soil/silt & manure in excavated area in 3:1 proporation to a height of 30 cms. Mixing garden soil and manure throughly well levelling.watering on previous night.Planting required variety of lawn grass as directed and maintaining till well established by watering weeding clipping, rolling etc.complete.
158Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
159Providing and fixing of retro- reflectorisedinformatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of2mm aluminum sheet bonded with white retro reflective sheeting ofClass C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Class C ( Type XI Micro prismatic grade sheeting) sheeting shall have 10 yearswritten warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier.
160FLAGPOSTExcavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
161ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)
162Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete.
163Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete.
164Providing andlaying Castinsitu/ReadyMixcement concrete M-15oftrap/ granite/quartzite/gneissmetalforcoping to plinthorparapet,mouldedorchamferedasper drawingorasdirectedincludingsteelcentering,plywood/steelformworkcompacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed 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 fine aggregate (Crushed sand VSI Grade)
165Providing and Fixing mat finish stainless steel (of 302 grade ) railing with toppipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75mmdiameteretc.complete(PriorapprovalofsampleandbrandbyEx.Engineeris necessary before use)
166ProvidingstructuralsteelworkinsinglestanchionscomposedofR.S.J.Channeletc.with caps,bases,mildsteelplated,anglebrackets,cleats,gussetplates,anchorboltsetc.asper detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing inposition, making riveted/ bolted/ weldedconnectionandone coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete.
167Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Rubyred / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete.
168C.C.ROAD WITH DRAIN Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
169Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.
170Construction 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
171Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I(Using Screening Type A (13.2) mm Aggregate)
172Construction 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 exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be 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.with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
173Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. completewith fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
174ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcementandstructuralsteel).withfullyautomaticmicroprocessorbasedPLCwith SCADAenabledreversibleDrumTypemixer/concreteBatchmixplant(Panmixer)etc. complete. With fine aggregate (Crushed sand VSI Grade)
175Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
176Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA
177ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel centering, 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 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)
178Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
179Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
180Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete.
181Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
182Transpotation ofof material obtained from debris of various sorts including necessary excavation / loosing including loading , unloading and conveying and disposing as directed. For 1.00 kms as per transportation rate
183STAFF QTR. BUILDING DISMENTALLING Dismantlingstonemasonryinlimeorcementmortarincludingstackingthematerilsas directed with all leads, lifts etc.
184Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
185Dismantlingbrickmasonryinlimeorcementmortarandstackingthematerilsasdirected with all leads, lifts etc.
186Removingdoorsandwindowswithframesandstackingthematerialsasdirectedwithall leads, lifts etc. complete.
187Removing planking from roof or ceiling and stacking them sa directed with all leads and lifts etc. complete
188Removing cement tiles, or marble or polishedshahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete
189STAFF QTR. MATERIAL BRICKS
190UCR STONES
191GODOWN BUILDING DISMENTALLINGDismantlingstonemasonryinlimeorcementmortarincludingstackingthematerilsas directed with all leads, lifts etc.
192Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
193Dismantlingbrickmasonryinlimeorcementmortarandstackingthematerilsasdirected with all leads, lifts etc.
194Removingdoorsandwindowswithframesandstackingthematerialsasdirectedwithall leads, lifts etc. complete.
195Removing planking from roof or ceiling and stacking them sa directed with all leads and lifts etc. complete
196Removing cement tiles, or marble or polishedshahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete
197GODOWN MATERIAL BRICKS
198UCR STONES

AI Tender Summary

OUR REF NO 51579113
AUTHORITY Government Departments
TENDER VALUE 3.42 Crore
LAST DATE 28-10-2025
Authority
Authority Name Rural Development Department
Work Description Construction Of Panchyat Samitee Building At Mahagaon, Tq.- Mahagaon, Dist.- Yavatmal
Basic Detail
Tender No NIT14/2025-26
Bidding Type Tender
Location
City mahagaon
State Maharashtra
Key Dates
Publish Date 03 Oct 2025
Submission Date 28 Oct 2025
Open Date 29 Oct 2025
Finance
Tender Value 3.42 Crore
Tender Fee 3360
EMD 3.50 Lakhs
Exemption Not Available
Document List
8fe6a30f-8729-405d-bc64-a4e7f945c603.html
BOQ_2114068.xls
SBD.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 03, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 29, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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8fe6a30f-8729-405d-bc64-a4e7f945c603.html

xls

BOQ_2114068.xls

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SBD.pdf

pdf

Tendernotice_1.pdf

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