Tender For Construction Of S.C. Boys Hostel At Chaksu
Tender Value
2.13 Crore
Estimated cost
Bid Submission
21 Nov 2024
0 days left
EMD
4.27 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chaksu → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of S.C. Boys Hostel At Chaksu
BOQ
| Sl. No. | Item Description |
| 1 | Part -A : Civil work |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 5 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) |
| 6 | Supplying chemical emulsionin sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 7 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 8 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 9 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. |
| 10 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. |
| 11 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 12 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : |
| 13 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 14 | Columns, pillars, posts and struts etc. |
| 15 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 16 | Brick work with clay flyash F.P.S. brick(IS 13757- 1993 ) of class designation 75 in superstructureaboveplinth level upto floor five level in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 17 | Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in.Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 18 | Add extra providingand placing in position 2 Nos. ,6mm Ø M.S. barat every thirdcourse of half brick masonry . |
| 19 | Grading roof for water proofing treatment withwater proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 21 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : |
| 22 | Making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. |
| 23 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia |
| 24 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 25 | Door Tee 110mm dia |
| 26 | Bend 87.50110mm dia |
| 27 | Vent Cowel 110 mm dia |
| 28 | Pipe Clip 110 mm dia |
| 29 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm |
| 30 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing For area of each slab upto 2001Sqcm |
| 31 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @0.253 kg//sqm .This layer will be allowed to air cure for 4 hours.b) Second layer of slurryof cement @ 0.242 kg/sqm mixed with water proffing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for4 hours followed by water curing for 48 hours.The rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. |
| 32 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : |
| 33 | 25 mm thick |
| 34 | 20mm thick. |
| 35 | 12mm thick. |
| 36 | 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) |
| 37 | Random rubble dry stone Kharanja under floor. |
| 38 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. |
| 39 | Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. New Work |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work |
| 41 | Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design |
| 42 | Making grooves as per design in plaster 10mm to 20mm wide. |
| 43 | Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : |
| 44 | Profile C |
| 45 | Profile E |
| 46 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure \"A\": 35 mm thick . Commercial Veneer both side Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area ofthe shutter to be measured). |
| 47 | Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. |
| 48 | Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge |
| 49 | Window openable. |
| 50 | Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gauge |
| 51 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 52 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 53 | Providing and fixing of double leaf steel shutterfor cupboard, the frame is made of pressed steelISI section 80x25 mmx1.25 mm thickwith 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc completeincluding applying priming coat of approved steel primer of red oxide zinc chromate andspray painting in approved shade with decopaint of approved quality complete as per direction of Engineer In Charge |
| 54 | Providing and fixing to existing door frames 30mm thick factory made polyvinyl chloride (PVC) door shutter made of stiles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2mm +/- 0.2mm with inbuiltdecorative moulding edging on one side.The stiles and rails mitred and joined and the corners by means ofM.S.galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0mmand stainless steel screws. The stiles of the shutter reinforced by inserting galvanized M.S.tube of size 25x20 mm and 1mm +/- .. of 20mm and 1mm+/- 0.1mm wall thickness.The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanized M.S.rod and fastened with nuts and washers.complete as per manufacturer’s specification and direction of Engineer-in-charge.(For W.C.and bathroom door shutter) |
| 55 | Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges Kota stone minimum 30mm thick. |
| 56 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. South Zed Black Above 3601 Cm2 Slabs |
| 57 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite/Kota Stone Work Full Edge moulding |
| 58 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 59 | Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. |
| 60 | Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machinecomplete on 20 mm thick bed of cement sand mortar 1 : 4. |
| 61 | Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete Rajnagar 1st quality/Ageria with light spots Above 3601 Cm2 Slabs |
| 62 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 63 | Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) |
| 64 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 65 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 66 | Part - B : Sanitary work |
| 67 | P & F Indian type white glazed vitreous china 1stquality W.C.orissapan(IS:2556Mark) with100mmvitreouschinaPorStrap includingcuttingandmakinggoodthewall and floor:Size 580x440mm. |
| 68 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etccomplete. FlatBack(large)orhalfstall size 610x400x80mm. |
| 69 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted,brassballcockwithball,(IS:1703 mark) complete including cutting and making good the wall: WVC with C.P. brass bend. |
| 70 | P&FWVCwashbasin(1stquality,I.S.: 2556 Mark) of approved make with C.I. bracketsdulypainted,1No.15mmC.P. Pillarcock(IS:8934Mark)&32mmC.P. brasswaste couplingof approvedmake, 25 mm G.I. waste pipe complete including cutting&makinggoodthewall.:Size510 mm x 400 mm |
| 71 | P & F C.P. brass Urinal Spreader for stall urinal of approved make. |
| 72 | P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mmMakrana `Adanga` or Raj Nagar 1St Quality White or Andhi Indo-Italian marble. |
| 73 | Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge |
| 74 | Sink cock with swinging casted spout (table mounted ) 15 mm nominal size |
| 75 | Long body Bib Cock 15 mm nominal size |
| 76 | P & F Soap Dish or Tray of approved quality/make C.P. brass |
| 77 | SupplyingandfixingFerro- cementcoverwithC.I.frameforchambers&manholes of size 450mm dia, 5Kg. C.I. frameto with stand 3 MT center point load & minimum unfracturedload of 1 MT. (Light duty). |
| 78 | P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor 1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling 45 x 20 x 8 20x16x8 (with drain board) |
| 79 | P&FBevellededgeMirror/mirrorwithteak wood lipping around of special glass of approved make as per direction of Engineer- in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Size 600 x 450mm x 4 mm thick |
| 80 | P & F Towel Rail or Ring of approved quality/make: C.P.brassTowelRailelbow typewithconcealedscrewssize600mm (Heavy duty). |
| 81 | P & F Grating of approved quality/make Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make |
| 82 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) |
| 83 | 15 mm nominal size |
| 84 | 25 mm nominal size |
| 85 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 25 mm nominal size |
| 86 | P&FBibCock(IS:8931Mark),Superiorqualityofapprovedmake:C.P.Brassbib cock,15mm nominal bore. |
| 87 | P & F Stop Cock(IS :8931 Mark),superior quality&ofapprovedmake:C.P.Brass 15mm nominal bore. |
| 88 | P & F Ball Cock (IS :1703 Mark) with Rod&P.V.C.Ballcomplete:Brasswt.Notless than 300 gm,15mm. |
| 89 | P & F 15 mm. Dia Connection Pipe ofapproved quality/make : PVC pipe withC.P. Brass nuts upto length, 450 mm |
| 90 | P & F Full-way Valve (IS:778 Mark) or wheelvalve of approved make : Gun-metal 25 mm nominal bore. |
| 91 | P&FPVCStorageTankISIMarked(IS: 12701)indicatingthe BISlicenseNo), of approvedmakewithcover,25mmdia1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connectionetc.,completeofapproved design: 1000litrescapacity. |
| 92 | Hoisting Charges for each floor For items 2.26.1 to 2.26.4 |
| 93 | Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size 25mm dia nominal bore |
| 94 | P & F Square-mouth gully trap `A` grade (IS 651-1992:marked)ofapprovedmake completewithC.I.grating,frame&Cover masonary chamber in C.M. 1:6, 100mm thickC.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design&type.Trapsize225X150mm, ferrow cement cover with frame Internal Chamber size 450 X 450mm. |
| 95 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. |
| 96 | 110 mm dia |
| 97 | 160 mm dia |
| 98 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 99 | Door Tee 110mm dia |
| 100 | Bend 87 .5 110mm dia |
| 101 | Vent Cowel 110mm dia |
| 102 | Pipe Clip 110mm dia |
| 103 | Plain floor trap 110mm dia |
| 104 | Constructionofchamberinalltypeofsoil with 300 mm thick masonry in CM 1:6 m,10 cmthickC.C.1:5:10infoundation,20mm thickinsiderplasterin Cm1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete asperdesignincludingdisposalofsurplus earthwithinaleadof50mtr.size600x 450mm depth upto 0.5 M Cement cover with frame. |
| 105 | Constructionofsoakagewellinalltypeof soil with 300 mm thick dry masonry, top and bottom300mmcourseinCM1:6,80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal,Kharanja,40mmthickM-15gradeC.Cflooring,earthworkcompleteasper approved drawing including disposal of earth withinaleadof50mtr.:Size300Cm.dia outside & 300 Cm. depth . |
| 106 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thickC.Cbedof1:5:10,M-15grade C.C floor& RCCslabcoveringwithM15grade c.c.floor, 50mmthickstoneslabpartition walls, 20 mm thick plaster in CM 1:6 finished withneatfloatingcement,4Nosstonefoot restsofapproveddesign,twoNo.450mm diaeachFerrocement coverwithframe, earthworketc.completeasperapproved drawingincludingdisposalofsurplusearth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users)with 115 mm thick RCC (M 20)slabwithTorsteelreinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect. |
| 107 | Constructionofmanholeinalltypeofsoil inner size 90 X 60 Cm. 300 mm thick masonryinCM1:6,10Cm.thickcement concrete1:5:10infoundation,20mmthick inside plaster in CM 1:6, finished with floating neatcement,50mmthickM-15gradeC.C. flooring, making channels, 80mm thick stone slabcoveringwith40mmthickM-15gradeC.C.flooring,Cementcoverwithframeof 450mmdia,earthworketc.completeasper designincludingdisposalofsurplusearth within 50 mtr. lead. Depth up to 0.5 M |
| 108 | Part- C : Tubewell work |
| 109 | Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water).200 mm Nominalbore. |
| 110 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm dia Nominal bore. |
| 111 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 112 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 200 |
| 113 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200 mm Nominal Bore. |
| 114 | S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia |
| 115 | S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 116 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR .150 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively 12.5 HP, 3-Ø, (78 - 126)Mtr, (395-245) LPM |
| 117 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR 2.5 Sq.mm 3 core flat / Round |
| 118 | SITC of ContactorOEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart andmade out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . For Three phase Submersible / Mono block pump3.0 HP to 5.0 HP ( DOL starter ) |
| 119 | Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of8 mm dia complete in all respect I.S.1239 Marked. B Class 50 mm dia |
| 120 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : 50mm dia nominal bore |
| 121 | Part - D : Demolishing work |
| 122 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 123 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar. |
| 124 | Carriage of Building Rubbish Stone metal (Grit and ballast etc.) including loading, unloading complete with a lead for 5 Km |
| 125 | Part - E : Plinth Protection work |
| 126 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 127 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 128 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 129 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 130 | Random rubble dry stone Kharanja under floor. |
| 131 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete 40mmthickwith20mmthicknominalsizeaggregate. |
| 132 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 133 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish 20mm thick. |
| 134 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 135 | Part - F : Approach Road |
| 136 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading I Material |
| 137 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means |
| 138 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
AI Tender Summary
Tender Timeline
Nov 11, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 22, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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