Agriculture Government Departments Closing in 0 days TDR #44909074

Tender For Construction Of Warehouse 1000 Mt And Processing Shed 172.94 Sq.M.

Issued by Government Departments · yawal, Maharashtra
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Sep 2024
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Warehouse 1000 Mt And Processing Shed 172.94 Sq.M.

BOQ

Name of Work:CONSTRUCTION OF WAREHOUSE 1000 MT AND PROCESSING SHED 172.94 SQ.M
Sl. No. Item Description
1CIVIL WORK
2Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
3Excavationforfoundationinearth,soilofalltypes,sand,gravelandsoftmurum,includingremovingtheexcavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical means
4Excavationforfoundationinearth,soilsofalltypes,sand,gravelandsoftmurum,includingremovingthe excavated material upto adistance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m)
5Excavation for foundation in hard murum including removing theexcavated material upto distance of 50 metres beyondthebuildingareaandstackingandspreadingasdirected,dewatering,preparingthebedforthe foundation andecessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
6Excavation for foundation in hard murum including removing theexcavated material upto distance of 50 metres beyondthebuildingareaandstackingandspreadingasdirected,dewatering,preparingthebedforthe foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift1.50 to 3.00 m) By Mechanical Means
7Excavationforfoundationinhardmurumandbouldersincludingremovingtheexcavatedmaterialuptoa distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bedforthe foundationandnecessarybackfilling,ramming,wateringincludingshoringandstruttingetc. complete. (Lift upto 1.5m.) By Mechanical Means
8Excavationforfoundationinhardmurumandbouldersincludingremovingtheexcavatedmaterialuptoa distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. omplete. (Lift1.50 to 3.00 m) By Mechanical Means
9ExcavationforfoundationinSoftrockandoldcementorlimemasonryfoundationsincludingremovingthe excavatedmaterialuptoadistanceof 50metresbeyondthebuildingareaandstackingasdirected,including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming,watering including shoring and strutting etc. complete. (Lift up to1.5m ) By Mechanical Means
10ExcavationforfoundationinSoftrockandoldcementorlimemasonryfoundationsincludingremovingthe excavatedmaterialuptoadistanceof 50metresbeyondthebuildingareaandstackingasdirected,including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming,watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.00 m.) By Mechanical Means
11Excavation for foundation in Hard rock by chiselling, wedging, linedrilling, etc. including trimming and levelling thebed,removingtheexcavatedmaterialuptoadistanceof50metresbeyondthebuildingareastackingas directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
12Excavation for foundation in Hard rock up to required depth by pocklain machine with needle breaker including removingtheexcavatedstuffuptoadistanceof50mbeyondthebuildingareaallliftsstacking,spreading directed.
13Excavationinplinthinearthsoilof all typesof sandor gravelor softmurum includingdressing sectionto the required grade, cambers & side slope & conveying the excavated materials with lead of 50 M and spreading for embakment or stacking as directed
14ExcavationinplinthinHardmurumincludingdressingsectiontotherequiredgrade,cambers& sideslope& conveying the excavated materials with lead of 50 M and spreading for embakment or stacking etc. Complete
15Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to0.75mtrsdepth,placingthedowelinpositionandeffectivelygroutingtheholewithCM1:1proportionetc. complete.
16Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand)conforming toIS: 383, the sizeof coarseaggregate 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 by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.(Crushed sand VSI Grade)
17Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundationandbeddingincludingbailingoutwater,Steelcentering,formwork,laying/pumping,compacting, roughening them if special finish is to be provided, finishing if required and curing complete. With fine aggregate (Crushed sand VSI Grade)
18Providinguncoursedrubblemasonryoftrap/granite/quartzite/gneissstonesincementmortar1:6in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually ,striking joints on un exposed faces and watering etc.complete.(Crushed sand VSI Grade)
19ProvidingsecondclassBurntBrickmasonrywithconventional/I.S.typebricksincementmortar1:6in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.(Crushed sand VSI Grade)
20ProvidingandfixinginpositionTMT-FE-500barreinforcementofvariousdiametersforR.C.C.pilecaps, footings,foundations,slabs,beamscolumns,canopies,staircase,newels,chajjas,lintelspardis,copings,fins, archesetc.asperdetaileddesigns,drawingsandschedules.includingcutting,bending,hookingthebars, binding with wires or tack welding and supporting as required complete.
21Providing and laying in situ /Ready Mix cement concrete M-25of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. includingbailingoutwater,Steelcenteringformwork,laying/pumpingcoverblocks,compactionandcuring rougheningthesurfaceifspecialfinishistobeprovided(Excludingreinforcementandstructuralsteel)etc. complete.With fine aggregate (Crushed sand VSI Grade)
22Providing and laying Cast in situ/Ready Mix cement concrete M-25of trap / granite /quartzite/ gneiss metal for R.C.C. columnsasper detaileddesignsanddrawingor asdirectedincludingsteelcentering,formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thicknesstogiveasmoothandevensurfaceorrougheningifspecialfinishistobeprovidedandcuringetc. complete,(Excluding reinforcement and structural steel).(Crushed sand VSI Grade)
23Providing and laying Cast in situ/Ready Mix cement concrete M-25of trap / 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 reinforcement and structural steel). With fine aggregate (Crushed sand VSI Grade)
24ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalfor R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). With fine aggregate (Crushed sand VSI Grade)
25Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C.slabsandlandingsasperdetaileddesignsanddrawingsincludingsteelcentering,formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thicknesstogiveasmoothandevensurfaceorrougheningifspecialfinishistobeprovidedandcuringetc. complete,(Excluding reinforcement and structural steel). With fine aggregate (Crushed sand VSI Grade)
26ProvidingsecondclassBurntBrickmasonrywithconventional/I.S.typebricksincementmortar1:6in superstructureincludingstrikingjoints,rakingout joints,wateringandscaffoldingetc.Complete(Crushedsand VSI Grade)
27Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneissmetal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping,compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed surfaceandcuringetc.complete.TheCementMortar1:3plasterisconsideredforrenderingunevenand honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed. complete. With fine aggregate (Crushed sand VSI Grade)
28Providing sand facedcement plaster 20 mm thick in C.M.1:4 outsideto the W.H. bldg.Withoutsmooth neeru finishtoconcreteorbricksurfaceinallpositionsincludingscaffoldingcuringetc.completeasdirectedby engineer in charge
29Providing cement plaster 20 mm thick in C.M.1:4 insideto the W.H. bldg.with smooth neeru finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed by engineer in charge
30Providing cement plaster 20mm thick in C.M.1:4outsidetothe W.H. bldg.WithCEMENTsmooth finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Natural Sand)
31Providing&applyingwhitewashthreecoatsonplasteredormasonarysurfaceandA.C.sheetsincluding scaffolding & preparing the surface by brushing & brooming down complete.
32Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
33Providingsillsof polishedKota stone25 mmto 30mmthick, ona bedof 1:4cement mortarincluding cement float, filling joints with slurry,curing,moulding edges, polishing and cleaning etc. complete.
34Providing&applyingoilpaintingintwocoatsofapprovedcolour&shadetoflooringformarkingstacklines including preparing the surfaces & primer coat etc. complete.
35Providing & applying oilpainting name of Company with three coat with background of approved colour & shadeincluding scaffolding etc complete.
36Providingandfixinginpositionaluminiumopenableventilatorsasperdetaileddrawingandasdirectedby Engineer in charge with all necessary alluminium sections with powder coating including necessary fixtures and fastening with 5 mm thick float glass etc. complete. ( Note While arriving at the rate of item of item weight at 6.90 kg/Sqm is considered for only alummium ventilators ) and with G.I. wiremesh of 18 Gauge, 6 mm square mesh fixedto outsidetheframeof ventilatorandgrillof 12mmsq.bars invertical directionsat 10cms c/cfixed to outside surface of the frame and approved quality and type fixtures, fittings including red oxide & oilpainting three coats.As per detailed drawing and as directed.
37Providing & fixing grilled steel rolling shutter fabricated from M.S. rod of 8 mm dia. grill with side guides prepared out of 3.00 mm thck M.S. Plate & Provided with holdfast 25 x 6 mm @ 1.00 m C/C throuhout the height on both sides , bottom rails & Strips 3.00 mm thck M.S. Plate with M.S. Angle 35x35x6 mm, bracket rail & strip with 10.00 mm sq. bar suspension shaft 32.00 mm dia best quality , rolling springs High tensile tested steel ( coiled spring) 45 cm length 2 nos., M.S. laths of 7.6 cm wide prepared out of best quality 22 guage locking arrangements with not less than 6 mm thick strip as per specifications, housing box prepared out of 20 G sheets at the top, handles prepared out of 6 mm thick flats, with one coat primer and applying two coats of oilpaint of approved colour & shade of deep orange shade etc. complete
38Providing and fixing rolling shutter fabricated from steel lath s of minimum thickness 0.9mm with lockplate of 3.15 mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channe l section of depth and thick ness not less than 65mm and3.15mm respectively with hold fast arrangements, M.S.Bracket plate300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32mm diameter, hood cover ofM.S.sheet notl ess 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 and3 Coat of oil painting including central lock, MS Locking patti 3mm thick etc.complete. (With mechanical gear)
39Filling in plinth with approved excavated stuff obtained from departmental land including watering, compacting etc. complete as directed.
40Providing Hard Murum cohesive non-swelling materials in plinth in layers of 20 cms etc. complete as directed. [ Only compacted thickness is payable.
41Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratoryrollerincluding artificial watering etc. complete.
42Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material.
43Compactingthesubgrade/gravel/sizemetal(100mmloose)layersforallwidthswithPowerrollerhaving weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
44Providing and laying in situTremix Cement ConcreteM -20, with Natural Sand,with Tremix tratment for 150 mm thicknessforflooringwithgroovecutingof4mmwideand20mmdeepatevery4.00mc/cbothsideswith necessaryrefillingwithbitumen,etc.completeasdirectedbyEngineerIncharge.Withfineaggregate(Crushed sand VSI Grade finely washed etc
45Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. ((Crushed sand VSI Grade)
46Providing & fixing M.S. angle 50 x 50 x 6 mm with holdfasts at doorsills including fixing in bed concrete and then applying three coats of oilpaint etc. complete.
47Providingandfabricatingstructuralsteelworkinrolledsectionslikejoists,channels,angles,teesetc.asper detaileddesignanddrawingsorasdirectedincludingcutting,fabricating,hoisting,erecting,fixinginposition makingriveted/bolted/weldedconnectionswithoutconnectingplates,bracesetc.andincludingonecoatof anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
48ProvidingandfixinglighteningconductorsystemcomprisingoferectingAir-Terminationconsistingoftubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long ( Heavy Duty) welded or clam ped to G.I. pipe pole B grade 50 mm diaof requiired length with M.S. round bnase plate 25 Cm diam and 10mm thick at bottom embeded in cement concrete 1:3:6 dfoundation of size 45 cm diam x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cadmium plated nut bolts to fix earthing stripburried in specially prepared earth pits 1.5 metre below ground level with 40 kg charcoal and salt with altemate layers of charcoal and salt and G.I.pipe 40mm dia 2 meter length burried in earthe upto earthling plate remining portion above ground level for watering and refilling comcpete.
49Providing and fixing Marble plate engraving 10 cm.height letter, figures including painting the lefters/figures with approved colour and shade complete
50Conveyingmaterialsobtainedfromroadcuttingincludingalllifts,layinginlayersof20cmto30cm.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.
51Conveyingmaterialsobtainedfromroadcuttingincludingalllifts,foraleadofupto5km.fromthesiteof excavation to the site of deposition as directed.
52Providingsolingusing80mmsizetrapmetalin15cm.layerincludingfillingvoidswithCrushedsand/grit, cum ramming, watering etc. complete
53Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper
54Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for Cum R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting androugheningthemifspecialfinishistobeprovidedandcuringcomplete.(Excludingreinforcementand structural steel). With fine aggregate (Crushed sand VSI Grade)
55ProvidingandfixingcolourcoatedZincalume(R)AZ150(min150gms/sq.mt.totaloneachside) profiled Sqm sheets for flashing at parapet. 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, metallic hot dip coated with Aluminium- Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with super durable polyester paint coat (SDP) or similar. The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surfaceandnominal10umreversecoatonbacksurface.Thefeedmaterialshouldhavecoilmanufacturers productdetailsmarkeda regularinterval includingfasteners withmin. fastenedwith min.25 umZinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 kg/sqm)As directed by Engineer in charge.
56Providing and fixing in position G.I. wiremesh of 18 Gauge, 6 mm square mesh sandwitched between frame of 19 mm X 3 mm thick M.S. flat and welded from inside for higher level ventilators (V 2) including painting with initial coat of red oxide & oilpainting two coat etc complete as directed by Engineer in charge.
57Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
58Providing and laying in situ cement concrete of 1:4:8proportion with trap/ granite/ quartzite/ gneiss metal infoundation including necessary form work, compacting and curing etc. complete. (with reversible drum rtype mixer with SCADA with natural sand)
59Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete
60Providing and laying in situ cement concrete M20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. etc. complete, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant With Natural Sand
61Providing and casting in situ cement concrete M20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks 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 concrete batch mix plant (pan mixer).... With natural sand.
62Providing & casting in situ cement concrete M20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing etc. complete. (Excluding reinforcement and structural steel). withfully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sa
63Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
64Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
65Filling in plinth and floors with contractorsaterial/brought from outside and approved by Engineer incharge in layers of 15cm. to 20cm. including watering and compaction etc. complete. Spec. No. : Bd.A. 11/Page No. 263
66Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete.
67Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws & bolts, lead & bitumen washers as per drawing etc. complete.(Weight of 5.5 kg/sq.m.).
68Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating glazing with plain / obscured glass pans and approved type quality and iron oxidized fixtures and fastening with guard square bars 12 mm 10 cm c/c and oil painting 2 coats etc. complete.
69Providing 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 mmespectively 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 highgrade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
70Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete
71Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough toreceive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
72Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
73Providing and Fixing 110 mm diameter PVC Rain Water pipe with necessary fittings such as bends, tees, single junctions, slotted vent, clamps etc complete.
74Shooting of still photograps outdoor and indoor of construction and other works of building , bridges, roads etc. in District and outside dist. At any distances ii) a set of same three copies of 4 \" x 6 \" Size
75PEB WORK
76Above Plinth PEB Structure - providing & errecting PEB structure with zincallume sheets etc.complete.
77Turbo ventilator 24\"
78Electricfication
79Supplying,erecting&terminatingXLPEarmouredcable3 core6sq.mm.copperconductorcontinuous5.48sq.mm. (12SWG)G.I.earthwirecompleteerectedwithglands& lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
80Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 4 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
81Makingtrenchofsuitablewidthanddepthinhardmurum/ tar roadfor layingprovided LTcable upto andincluding 16 sq. mm complete as per specification no. CW-EXNCTR
82Making trench of suiable width and depth in Softmurumfor laying provided LT cable up to and including 36 sq. mm complete as per specification no. CW-EXN - CTR
83Makingtrenchofsuitablewidthanddepthinsoftsoilfor layingprovidedLTcableuptoandincluding16sq.mm complete as per specification no. CW-EXN-CTR
84Supplying & erecting mains PVC unarmoured cable 1100Volt gradeISImark3core/2.5sqmmstranded/solidcopper completeerectedonwallwithdulypaintedG.I.Saddle@
85Supplying & erecting weatherproof powder coated distribution board 4 way with 2 x 6/10 Amp S. P. M. C. B. with industrialtwopinplugsocket10Aand3pinplugtop10A with top cover necessary connection etc complete withapproved make.
86ProvidingpointwiringforstreetlightwithPVCunarmoured cable1100VoltgradeISImark3core1.5sqmmstranded/ solid copper erected on wall with G. I. Saddle duly painted @ 0,25 m C/C rigidly grouted in the wall with the help of platedscrew including 4” x 4” M. S. box 2 way with epoxy painting &
87Supplying & erecting 10-12W, 230V integral type LED Lampsuitable for B-22/E-27 base.
88Supplying and erecting LED street light fitting suitable for20 to25W,withPF>0.95classIP65andabovehousingof pressurediecastaluminiumalloyandheatsinkextruded aluminium complete as per specification No FG-ODF/FLS
89SupplyinganderectingstreetlightWallbracketmadefrom 40 mm. dia ‘B’ class G.I. pipe 1.2 m in total length complete as per specification no. FG-BKT/WB
90Providing earthingwith galvanizediron earthplate size60 x 60x 0.6cmcompletewithallmaterials,testing&recording the results as per specification no. EA-EP
91Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
92Supplying, erecting & marking DPMCB 6A to 32A,C- series (for motor/power) in provided distribution board as per specification no. SW-SWR/MCB
93Supplying,erecting&markingSPMCB6Ato 32A,B- series (for lighting) in provided distribution board as per specification no. SW-SWR/MCB
94SupplyinganderectingGIsheet1.6mm(16SWG)tobe usedforfabricationofboxespanelboardsetc.including cutting,bending,drilling,welding,rivetingetc.andpainting with one coat of red lead paint and 2 coats of enamel paint.
95Supplying and erecting marine plywood 18/19 mm thick fixed towall or onprovided panel board withnecessary materials such as screws, wall fasteners, supports, nut bolts etc. complete.
96Supplyinganderectingtriplepoleandneutral istribution board(TPNDB)surface/flushmounted suitableforSPMCB of 12 ways on iron / GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB
97Supplying&erectingG.I.pipe‘A’ class25mmdia.erected forenclosing XLPE armoured cable onwall/pole asper specification no. CB-CE
98Supplying & erecting G.I. pipe ‘A’ class 40 mmdia. erected forenclosing XLPE armoured cable onwall/pole asper specification no. CB-CE
99Supplying and laying (including excavation of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosingcable below ground/road surface, to required depth complete.
100Supplying&erecting18guageM.S.Boxpowdercoated (4\"x4\") 3 way for mains connection.
101Supplying & erecting Siemens type brass cable glands for 3 to4core6sq.mm./2to4core10sq.mm.forXLPE armoured cable as per specification No. CB-GL
102Supplying shockproof type hand lamp with lamp holder, bulb/ lamp100Wguardedglass and30 mtr.3 corePVC flexible
103Point wiring for independent plug in 20 mm ISI markedHMS PVCconduitwith1.5sq.mm(2+1E)FRLSHgrade copper wire, flush type switch, earthing and requiredaccessories as per specification No: WG-PW/SW
104SupplyinganderectingStreetlightbracketmadefrom25 mm. dia ‗B‘ class G.I. Pipe, 0.6 min length along with pole capof300mmlengthand80mmdiadulyweldedwith provided leads as per specification no. FG-BKT/BPC
105Supplying&erectingmainswith2x2.5Sq.mmstranded copper PVC insulated wire with 2 x 1.5Sq.mmcopper PVC wire in PVC casing - caping20 mm on wall / ceiling.
106Supplying&erectingmainwith2x4.00Sq.mmstranded copper PVC insulated wire with 2 x 1.5Sq.mmcopper PVC wire in PVC casing - capingon wall / ceiling.
107Supplying and erecting double pole switch surface type/ flush type240V,32Awithindicator lamp&fuseas per specification no. SW-SWR/BDP
108Supplying and erecting double pole metal clad switch withHC type fuse and neutral link 240V, 32A on iron / GI frame as per specification no. SW-SWR/MDP ..
109Supplying&erecting3W,230VintegraltypeLEDLamp suitable for B-22/E-27 base
110Supplying and erecting T8 Fluorescent tube day light 1200mm 36 W
111Supplying&erectingreadytouseRetrofitT8LED18/20 tubelightwithpolycarbonatebody,heatsink,integratedHF electronicdrivercomplete&compatibletoT8/T12LED luminaire by disconnecting starter & ballast if necessary.
112Supplying and erecting regular/ standard model ceiling fan of 900/1050mm.sweepcompleteerectedinpositionasper specification no. FG-FN/CF
113Supplying and fixing wiremesh (Jali) cover suitable for fitting / fanorforanypurpose,completewith necessarymaterials. The jali cover shall be made from good quality G.I. wire mesh
114Supplyinganderectingdingdong/electronicmusicaltype call bell with heavy duty coil suitable to operate on 230V A.C. supplyerectedonpolisheddoublewoodenblock/sunmica block of suitable size
115SupplyinganderectingstreetlightWallbracketmadefrom 25 mm. dia ‘B’ class G.I. pipe 1.2 m in total length complete as per specification no. FG-BKT/WB
116Supplying & erecting CRCA sheet metal one wayenclosures suitable for DP MCB /TP MCB /FP MCBerected on angle iron/GI frame complete.
117Supplying erecting and marking four pole isolators only switch version of miniature circuit breakers of 40A in provided distribution board complete.
118Internal Roads
119Excavation 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 outside the complex including all leads & lifts.
120Excavation for roadway in hard murum and boulder 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.
121Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
122Supplying 80 mm trap stone metal at the road side including conveying & stacking etc. complete.
123Supplying 40 mm trap stone metal at the road side including conveying & stacking etc. complete.
124Spreading 40 mm trap stone metal at the road side including conveying & stacking etc. complete
125Compactin 40 mm trape stone metal including sectioning as directed etc. complete
126Supplying hard murum/ kankar at the road site, including conveying and stacking complete
127Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
128Compacting oversize metal layer with H. M. with power roller including artificial watering & necy. Labour etc. complete.
129Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete
130Providingandconstructing75mm.thickModifiedPenetrationMacadam(MPM)roadsurfaceincludingallmaterials,preparingtheexistingroadsurface,spreading40mm.stonemetallayers100%crusherbrokenmetalwithconicalcrusherplantheatingandsprayingthebitumenofspecifiedgrade@2Kilogram/SquareMetre,spreading12mm.sizechipscompactingwiththreewheelstaticrollerhavingweight8to10MT.toachivethedesireddegreeofcompactionasperTechnicalSpecificationClause506etc.complete. (VG-30 bulk bitumen )
131ProvidingandapplyingtackcoatonthepreparedsurfaceheatingbyfamesinBoilerandsprayingbitumensetfootedinbitumenbolleronB.T.surface2.5kg/10sqm.(VG-30bulkbitumen rates are considered to arrive at rates)
132Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed [email protected]/Sqm transportedtositewithVTS,laidoverapreviouslypreparedsurface,finishedtothe requiredgrade,level,alignment,androllingtoachievethedesiredcompactionbut excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix typehot mix plant, Paverand Vibratory roller ( Over MPM Surface) (VG-30bulk Grade 60/70)
1339 MM SEAL COAT: Providing and laying of Type A 9 mm premix seal coat with HMP of Sqm apropriatecapacitycrushedstonechiping6.7mmsizeandpenetrationbitumenof [email protected]/Sq.m,preparingexistingroadsurfaceby mechanicalmeans, spreading chips and rolling, by static roller having weight 8 to 10 MT etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
134Providing&fixingR.C.C.1:2:4guardstonesaspertypedesignincludingpaintingnumbering fixing in std. Size C. C. 1:4:8 block complete.
135CROSS DRAINAGE WORKS
136Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling,ramming,wateringincludingshoringandstruttingetc.complete. (Lift upto 1.5 m.) By Mechanical Means
137Excavation for foundation in hard murum including removing the excavated material upto 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 upto 1.50 m) ByMechanical Means
138Excavation for foundation in Hard murum including removing the excavated 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 to 3.0m.)By Mechanical Means
139Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimmingandlevellingthebed,removingtheexcavatedmaterialuptoadistanceof50 metresbeyondthebuilding areastackingasdirected,dewateringandbackfillingwith available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
140ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork,laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, withfully automaticmicro processor basedPLCwithSCADAenabledreversibleDrumTypemixer/concreteBatchmix plant(Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
141Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar1:6infoundationandplinthofinnerwalls/inplinthofexternalwallsincluding bailing out water manually , striking joints on un exposed faces and watering etc.complete.(Crushed sand VSI Grade)
142Providing and fixing in position TMT-FE 500barreinforcementofvariousdiametersforR.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels,chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsandschedules.includingcutting,bending,hookingthebars,bindingwithwiresortackwelding and supporting as required complete.
143ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/ quartzite/gneissmetalforR.C.C.slabsandlandingsasperdetaileddesignsand drawingsincludingsteelcentering,formwork,cover blocks,laying/pumping,compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobeprovidedand curingetc. complete,(Excludingreinforcementandstructuralsteel).Withfine aggregate (Crushed sand VSI Grade)
144Providingcementplaster20mmthickintwocoatsinC.M.1:4withslurryfinishtoconcreteorbricksurfaceorU.C.Rsurfaceinallpositionsincludingscaffolding&curingsmoothcementslurryfinishof1.5mmthicknessetc.completeasdirected.(Crushedsand VSI Grade)
145Providingflushgroovedpointingwithcementmortar1:3forbrickworkincludingscaffolding and curing etc. complete
146ProvidingandlayingcementconcretepipeofIS458:2003NP-2classof600mm diameterinproper line, level andslopeincludingprovidingandfixingcollarsin cement mortar 1:2 and curing etc. complete.
147Supplynig&spreadingHardmumrumforcushioningofRCCpipeincludingwateringrammi ng & leveling etc complete.
148Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls/parapetincludingcentering,formwork,compactionandcuringetc.complete. (Crushed sand VSI Grade)
149Providing earth work in embankment with approved materials obtained from departmental landuptoleadof50m.includingalllifts,layinginlayersof20cm.to30cm.thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land)
150Providing 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 withvibratoryrollerwithV-Satattachmenttoachievenotlessthan97%ofstandard proctor density etc. complete ( Material obtained from Other sources)
151Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to30cm.breakingclods,dressingtotherequiredlines,curves,gradesandsection, watering and compacting to not less than 97% of standard Proctor density for a lead of over50m.to300m.inclusivefromthesiteofexcavationtothesiteofdepositionas directed.
152Conveyingthematerialsobtainedfromexcavationincludingalllifts,layinginlayers, breaking clods, dressing to the required lines, curves, grades and section for all leads & lifts from the site of excavation to the site of deposition as directed.
153ROYALTY CHARGES
154Sand
155Metal Hand Broken
156Murun
157Lab. Testing
158Cement- Cement- Fineness, Standard Consistency, Setting Time (Initial & Final ), Compressive strength, Soundness
159Concrete M- 10 grade M10- M10- Concrete cube compressive strength (Set of 3 Cubes)
160Concrete M- 25 grade Mix Design M-25withall tests on basic materials
161Concrete M- 20 grade Mix Design M-20withall tests on basic materials
162M 25 - Concrete cube compressive strength (Set of 3 Cubes)
163M 20 - Concrete cube compressive strength (Set of 3 Cubes)
164Bricks- Bricks- Crushing value, Water absorbation, & Specific Gravity
165TMT steel bars- Steel - Tensile strength,Yield stress, ultimate tensile stress,%elongation, weight per running meter,Bend/Rebendtest.(Set of 3 Bars)
166Sand- Sand - Fineness Modulus, silt & claycontent
167Murum - Plasticity Index
168Murum -Field Density of compacted layer
169Murum - Proctor Test
170Earthwork- Gradation
171Earthwork- Plasticity Index
172Earthwork- Moisture content prior to compaction
173Earthwork-Density of compacted layer
174Earthwork-Proctor Test
175ESHS
176ESHS (Environment Safty and Health ManagementLabour Facilities (Lump- Sum Amount )

AI Tender Summary

OUR REF NO 44909074
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 13-09-2024
Authority
Authority Name Department Of Agriculture
Work Description Construction Of Warehouse 1000 Mt And Processing Shed 172.94 Sq.M.
Basic Detail
Tender No SMART/JAL/NEWES/WORKS/22/2024
Bidding Type Tender
Location
City yawal
State Maharashtra
Key Dates
Publish Date 24 Aug 2024
Submission Date 13 Sep 2024
Open Date 17 Sep 2024
Finance
Tender Value Ref. Documents
Tender Fee 1000
EMD Ref. Documents
Exemption Not Available
Document List
c7fea499-3917-4eed-b820-7231ce1a9316.html
BOQ_1875745.xls
NevejBidDocuments.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 24, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 13, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 17, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

c7fea499-3917-4eed-b820-7231ce1a9316.html

xls

BOQ_1875745.xls

pdf

NevejBidDocuments.pdf

pdf

Tendernotice_1.pdf

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