Repair And Renovation Work Of All Minors Namely Kalitalai, Raghunathpura, Asaondiya, Nandpura, Sunwas-Ii, Borband, Kalyanpura, From Rd 0 To Tail Off-Taking From The Left Main Canal, Raipur Distributary & Sunwas Distributary And Minors Off-Taking From Righ
Tender Value
13.34 Crore
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
26.69 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhalawar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Renovation Work Of All Minors Namely Kalitalai, Raghunathpura, Asaondiya, Nandpura, Sunwas-Ii, Borband, Kalyanpura, From Rd 0 To Tail Off-Taking From The Left Main Canal, Raipur Distributary & Sunwas Distributary And Minors Off-Taking From Right Main Canal Namely Fatehgarh, Khejrapur Minor-I And Khejrapur Minor-Ii Of Chauli Dam Tehsil Raipur, District Jhalawar.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Aug-2026 | PRE BID MITTING | Other | 24-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (c) Hard soil mixed with Kankar / boulders, Morrum |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil |
| 3 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in allrespect. (a) Soft / Disintegrated rock |
| 4 | 18.1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. 18.1.1 Ordinary |
| 5 | 9.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for 9.14.1Bed |
| 6 | 9.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small bouldersand kankar & murrum for 9.14.2 Side slopes |
| 7 | Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly stabilized with cement slurry (1:20) including all leads and lift of material. |
| 8 | Providing and laying 75mm thick sand layer on side slope (over clays sub grade) duly stabilized with cement slurry (1:10) including all leads andlift of material. |
| 9 | 9.32 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for 9.32.1 In bed |
| 10 | 17.5 Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50meters lead inclusive of de watering wherever required. 17.5.2 In cement mortar |
| 11 | Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. |
| 12 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 600mm ( Excluding Labour Charges ) NP-3 |
| 13 | 18.2 Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of thedepartment 18.2.1 7.5 cm to 15 cms girth |
| 14 | Coursed stone masonry (using C.R. stone for face work duly hammer dressed on beds and all sides, the bed joints and faces chisel dressed for at least 8 cm back from face and at least 4 cm from sides, height not less than 25 cm and weighing not less than 50 kg, 50 % stones to have depth more than 45 cm and tailarea not less than half the face area) for foundation (up to 0.5 m thickness) including all leads of all construction materials including curing etc. complete. (b) In cement sand mortar 1:4 |
| 15 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in allrespect.(c)Phylite & other hard rock requiring nominal blasting |
| 16 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect (a) Earth /Soil Cum |
| 17 | 9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.8.4 20 mm |
| 18 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 1000mm ( Excluding Labour Charges ) NP-3 |
| 19 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 900mm ( Excluding Labour Charges ) NP-3 |
| 20 | 18.2 Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 18.2.3 Over 30 cms to 45 cms. girth |
| 21 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (a) 20 mm |
| 22 | 18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 18.17.2 50 mm |
| 23 | Making standard type cement gauge including engraving letters and painting including scaffolding etc. |
| 24 | Painting standard type gauge with black, red and white un-washable paints including cost of material |
| 25 | 9.1 Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. |
| 26 | Random rubble stone masonry(using R. R. stones where 75 %stones to be not less than 15 cmin size in any direction andweighing not less than 23 kg.)for foundation including curingwith all leads of all constructionmaterials including curing etc.complete. (a) In cement sandmortar 1:3 |
| 27 | Random rubble stone masonry(using R. R. stones where 75 %stones to be not less than 15 cmin size in any direction andweighing not less than 23 kg.)for foundation including curingwith all leads of allconstruction materialsincluding curing etc. complete.(c) In cement sand mortar 1:5 |
| 28 | 9.7 Providing and Laying inposition of Cement concreteNominal mix (1:2:4) includingleads of all construction materials,curing, compaction and finishingwith rendering in cement sandmortar 1:3 (1 cement : 3 coarsesand) and making good the jointsexcluding the cost of centering,shuttering and reinforcement. Wellgraded crusher broken stoneaggregate of maximum size upto9.7.4 20 mm |
| 29 | 9.32 Providing and laying cast insitu concrete sleepers 15 cm x 7.5cm in bed in cement concrete(1:3:6) with maximum size ofcrusher broken stone aggregateupto 20 mm well graded includingall leads of all constructionmaterials including curing,finishing & form work etc.complete as per specification for9.32.2 In sides |
| 30 | 17.9 Dismantling cementconcrete lining includingdisposal of material within 50 mlead, inclusive of de-wateringwherever required of thickness17.9.1 10.0 cm |
| 31 | 10.9.2 Supplying of M.S.reinforcement including labourcharges for bending binding andplacing in position allreinforcement as per drawingincluding cost of binding wireand all leads and lifts using.10.9.2.2 Tor or ribbed bars (IS:1786 |
| 32 | Refilling the excavated earth(excluding rock) in trenches, plinthside of foundations etc. in layersnot exceeding 20 cm in depth,consolidating each deposited layerby ramming and watering includingcost of water, loading and unloading wherever required with costof dewatering wherever required |
| 33 | Supply and fixing ofsluice/regulator gates for canalusing MS plates, channels, tees,angles, girders etc. of given sizeand design having suitablebrass/gunmetal lining, rubberseals etc. and desired rod length,capstan head, clamps keys,hoisting plateform, ladders,supports, etc. complete (excludingcivil works) including paintingwith zinc rich primer& epoxypaint & delivery at site. |
| 34 | 18.2 Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 18.2.4 Over 45 cms to 60 cms. Girth |
| 35 | Removal of slit/soil/earth,sand, pebbles, Malba, debris,rubbish, stone pebbles andobstruction deposited in canalbed up to design line gradeand sections having designdue to erosion/scour/slips incanal banks/silting with orwithout bushes and weeds etc.in dry or moist condition fromcanal bed includingdewatering, loading unloadingand disposal at suitable placeas directed by Engineer incharge with initial lead of50m. and lift upto 1.5 m withproper dressing on canal bedcomplete in all respectMeasurements of works shallbe limited to canal bed areaonly (a) For 5 to 15 cmsdepth, having (ii) Linedsection |
| 36 | Removal of slit/soil/earth, sand,pebbles, Malba, debris, rubbish,stone pebbles and obstructiondeposited in canal bed up to designline grade and sections havingdesign due to erosion/scour/slips incanal banks/silting with or withoutbushes and weeds etc. in dry ormoist condition from canal bedincluding dewatering, loadingunloading and disposal at suitableplace as directed by Engineer incharge with initial lead of 50m.and lift upto 1.5 m with properdressing on canal bed complete inall respect Measurements of worksshall be limited to canal bed areaonly (b)For depth above 15 cmsbut upto 30cms having (i) Unlinedsection |
| 37 | 9.26 Providing and laying canallining with mechanically vibrated300 x 300 x 50 mm PCC blocksmade from concrete mix 1:2:4, A20including all leads and lifts ofmaterial, curing, stacking, loading,unloading & transportation ofblocks from manufacturing site tolining site. Single tile liningconsisting of 12 mm thick cementmortar (1:6) plaster on sub-grade,12 mm thick sandwich plaster incement mortar (1:5) over sub grade& 50 mm thick tile lining incement mortar (1:3) laid over 6mm thick mortar layer in cementmortar (1:3) & jointing mortar 1:3including curing, all leads of allconstruction materials andmachinery charges with mixturevibration etc., complete as pertechnical specifications 9.26.2 Insides |
| 38 | 11.12 Preparation of foundation ofstructure including removal of allloose stones, silt and final washing.11.12.1 By manual labour |
| 39 | 18.2 Cutting and uprooting of treesincluding removing of roots andfilling of hole, cutting/up rootedwould be property of thedepartment 18.2.2 Over 15 cms to30 cms. Girth |
| 40 | Filling of construction joints withBitumen based sealing compoundlining in the grove as per IS madeby cutter upto the 1/3 depth ofconcrete lining as per specificationprovided in IS: 3384-1986 and allleads of all construction materialsincluding cost of sealing compound,complete in all respect. |
| 41 | 10.1 Side shuttering includingpropping etc. complete (to achievefinish F 2 for 10.1.3 Retaining wall,counterfort, abutment, wing wallsup stream or down- stream slopefacings of dams and open faces ofconstruction joints etc |
| 42 | 9.17 Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid asbper specifications including all leads of all construction materials including rendering and curing etc. complete for canal side lining of thickness. 9.17.2 7.5 cm |
| 43 | 9.16 Cement concrete lining ofnominal mix (1:3:6) with, up to20 mm size well gradedcrusher broken stone aggregatelaid as per specificationsincluding all leads of allconstruction materialsincluding rendering,compaction and curing etc.complete for canal bed ofthickness. 9.16.2 7.5 cm |
| 44 | Repair Of office Building Rest House And office Quarters |
| 45 | Plaster in cement sand mortar 1:4including racking of joints,smooth finishing & curing etc.complete including all leads of allconstruction materials ofthickness: (b) 12mm |
| 46 | Brick masonry (using well burntclay bricks of size 230 x 110 x 70mm, class designation 75 as perspecification) up to plinthincluding all leads of allconstruction materials includingcuring etc. complete. (c) In cementsand mortar 1:5 |
| 47 | 9.8 Providing and Laying in positionof Cement concrete Nominal mix(1:3:6) including leads of allconstruction materials, curing,compaction and finishing withrendering in cement sand mortar 1:3(1 cement : 3 coarse sand) andmaking good the joints excluding thecost of centering, shuttering andreinforcement. Well graded crusherbroken stone aggregate of maximumsize upto 9.8.1 150 mm |
| 48 | 18.17 Providing and laying cementconcrete coping in (1:2:4) withmaximum size of crusher brokenaggregate upto 20 mm includingshuttering etc. with all leads ofmaterial complete in all respect inthickness of: 18.17.1 75 mm |
| 49 | Random rubble stone masonry (usingR. R. stones where 75 % stones to benot less than 15 cm in size in anydirection and weighing not less than23 kg.) for foundation includingcuring with all leads of allconstruction materials includingcuring etc. complete. (b) In cementsand mortar 1:4 |
| 50 | Painting exterior surface of Wallwith 100% acrylic exterior paintof approved brand andmanufacture to give an evenshade with two or more coatsincluding prepartion of base withsand papering, primer, putty, etccomplete in all respect includingscaffolding and safety provision |
| 51 | Providing and laying of paver blockas per IS 15658 : 2006 (Indianstandard for precast concretee blockfor paving- specification) and IRC :SP:63-2004 (guidelines for the useof interlocking concretee blockpavement) M-30, 60 mm thick to beused in non traffic areas likebuilding premises, monumentpremises, land scapes, publicgardens/ park, domestic drives,paths and patios, Embankmentslopes, sand stabilization Area etc.(As per table 1 of IS 15658:2006Category A Denated units to keyinto each other on four faces zigzagshape as per IRC SP 63:2004 |
| 52 | P & F PVC Storage Tank ISIMarked (IS : 12701) indicating theBIS license No), of approved makewith cover, 25mm dia 1M longG.I. over-flow pipe & 25 Cm. longwash out pipe with plug & socket,including making connection etc.,complete of approved design: 1000litres capacity |
| 53 | Providing and fixing 3-layer PP-R(Polypropylene random coplymer )pipes SDR 7.4 UV stabilized andantimicrobial fusion welded, havingthermal stability for hot & cold watersupply including all PP-R plain &brass threaded Polypropylene randomfittings including trenching, refillingand testing of joint complete as perdirection of Engineer - in charge.(EXTERNAL WORKS) |
| 54 | P & F Jet spray for water closet withC.P. Copper Tube flange ofapproved make |
| 55 | Providing and fixing fullypanelled /partly panelled doubleleaf shutters frame for windowsand ventilators as per approveddesign and drawings withapproved steel fittings as perAnnexure ‘A’ and width of styles,bottom and top rails 75mmincluding intermediate rails50mm wide, beading of 25mm x15mm size on both faces : |
| 56 | Providing and fixing 3-layer PP-R(Polypropylene random coplymer )pipes SDR 7.4 UV stabilized andantimicrobial fusion welded, havingthermal stability for hot & cold watersupply including all PP-R plain &brass threaded Polypropylene randomfittings including trenching, refillingand testing of joint complete as perdirection of Engineer - in charge.(EXTERNAL WORKS) |
| 57 | Taking out doors, windows andclearstory windows shutters (steelor wood) including stacking within50 meters lead |
| 58 | Wall painting with plastic emulsionpaint of approved brand andmanufacture to give an even shadeincluding all scaffolding |
| 59 | Structural steel work riveted, boltedor welded in built up sections, trussesand framed work, including cutting,hoisting (height upto 10 m) , fixing inposition and applying a priming coatof approved steel primer allcomplete: |
| 60 | Providing and fixing fullypanelled/partly panelled/double leaf shutter frames fordoors as per approved designand drawings with approvedordinary C.P./ oxidised steelfittings as per Annexure - 'A'and width of styles & top railsof 100mm and lock rails widthof 150mm and bottom rails of200mm width including teakwood beading of size 19mm x12mm on both faces complete : |
| 61 | Construction of septic Tank in alltypes of soil with 40 Cm .thickmasonry in CM 1:6, 15 Cm thickC.C bed of 1:5:10, M-15 gradeC.C floor & RCC slab coveringwith M15 grade c.c. floor, 50 mmthick stone slab partition walls, 20mm thick plaster in CM 1:6finished with neat floating cement,4 Nos stone foot rests of approveddesign ,two No. 450 mm dia eachFerro cement cover with frame,earth work etc. complete as perapproved drawing includingdisposal of surplus earth within alead of 50 mtr:- Size 400x140x150 cm.(for 50 users) with115 mm thick RCC (M-20) slabwith Tor steel reinforcement10mm ϕ @15 cm c/c bothwaysincluding shuttering complete inall respect |
| 62 | Kota stone slab flooring 25mm thick over 20 mm(average) thick base laid overand jointed with grey cementslurry mixed with pigment tomatch the shade of the slabincluding rubbing andpolishing complete with baseof cement mortar 1 : 4 (1cement : 4 coarse sand) |
| 63 | Providing and fixing calcium silicateperforated board false ceiling at allheights including providing andfixing of frame work made of specialsections power pressed from M.S.sheet and galvanised in accordancewith zinc coating of grade 350 as perIS : 277 and consisting of angle cleatsof size 25mm wide x 1.6mm thickwith flanges of 22mm and 37mm at1200mm centre to centre one flangefixed to the ceiling with dash fastener12.5mm diax40mm long with 6mmdia bolts to the angle hangers of25x25x0.55mm of required length,and other end of angle hanger beingfixed with nut and bolts to G.I.channels 45x15x0.9mm running atthe rate of 1200mm centre to centre towhich the ceiling section 0.5mm thickbottom wedge of 80mm with taperedflanges of 26mm each having clips of10.5mm at 450mm centre to centreshall be fixed in a directionperpendicular to G.I. channel withconnecting clips made out of 2.64mmdiax230mm |
| 64 | P & F Soap Dish or Tray ofapproved quality/make C.P. brass |
| 65 | Providing & Fixing of of BLDCTechnology ventilating fans , singlephase with PVC impeller, ABSbody, Double Ball bearing,automatic back lower shutterincluding making connection,testing etc. as required. All as perpre approved by Engineer incharge. For additional technicalparameters of products/ work |
| 66 | P & F White Vitreous China DoubleSyphonic European W.C.(I.S:2556Mark) with mountedW.V.C. flushing cistern of (IS : 2556Mark) of 10 litre capacity completewith all necessary internal fittingsincluding cutting and making goodthe wall and floor. |
| 67 | Providing and fixing of uPVCSliding windows: Frame Madefrom the Extruded uPVCWindow Profile Section of size106w x 50h mm having outerwall thickness of 2.5mm (+/0.2mm) and 3 box multichamber construction,Laminated (colour) finish,duly reinforced with 1.2 mmthick GI section. Frame shallhave three track configuration,Vertical member of framewhich bears the sliding shutterload shall have aluminiumrail/track for smooth sliding ofshutter rollers. All the fourcorners shall be mitered cut &thermal welded so as to formwindow frame. Frame shall bemilled with drain and airequalizer hole in order to bewater tight and for drainage ofaccumulated water, if any, toouter side. Shutter : Theshutter of sliding window shallbe made of 39w x 69h mmExtruded 3 box multichamber uPVC WindowProfile Section of laminated(colour) having outer wallthickness of 2.5mm (+/0.2mm) provided withreinforcement of 1.5mm thickGI section duly mitered cut &thermal welded at all cornersand fitted with uPVC glazingbead of size 22 x 20 mm withinner and outer co-extrudedEPDM/TPE-E weather sealgaskets alongwith 6mm thickISI make plain float glass. |
| 68 | Providing and fixing concertina coilfencing with required dia 610 mm(having 15 nos. round per 6 metrelength) up to 3m height of wall withexisting angle iron 'Y' shaped placed2.4 m or 3.00 m apart and with 9horizontal R.B.T. stud tied with GIstaples and GI clips to retainhorizontal including necessary boltsor GI barbed wire tied to angle ironall complete as per direction ofEngineer In Charge with reinforcedbarbed tape (R.B.T.)/Spring core(2.5mm thick) wire of high tensilestrength of 165 kg/sq.mm with tape(0.52 mm thick) and weight 43.478gm/metre (Cost of MS angle, CCblock shall be paid extra) |
| 69 | Demolishing R.C.C. workmanually/ by mechanical meansincluding stacking of steel bars anddisposal of unserviceable materialwithin 50 metres lead as perdirection of Engineer-in-charge |
| 70 | P & F Pilllar Cocks (IS :8931 :1993 Mark) of superior quality andapproved make: C.P. Pillar cock,Swan-neck with casted spout,15mm nominal bore. |
| 71 | Providing and fixing 1st qualityMAT finished ceremic tile size300x300mm confirming to IS :13755 and IS : 15622 colour such aswhite, grey, ivory, fume red brown,light green, light blue and other lightshades in floors, steps, pillars etc.laid on a bed of neat cement slurryfinished with flush pointing in thewhite cement mixed with pigment tomatch the shade of the tile complete(including the cost of cement mortarbed 1:4). |
| 72 | P & F Indian type white glazedvitreous china 1st quality W.C. orissapan (IS :2556 Mark) with 100 mmvitreous china P or S trap includingcutting and making good the walland floor: |
| 73 | Wiring of light point/ fan point/exhaust fan point/ call bell pointwith 1.5 sq. mm nominal size FRPVC insulated unsheathed flexiblecopper conductor 1.1 kV grade and1.5 sq. mm nominal size FR PVCinsulated unsheathed flexiblecopper earth conductor 1.1 kVgrade (IS:694) in recessed ISImarked MMS ( IS:9537 P - III )virgin material PVC conduit & it'sISI marked (IS:3419-1988)accessories, round tiles, 1.2 mmthick Hot Dipped GalvanizedModular Box with earth terminal,6A Modular switch,Modular faceplate with grid plate, 3 pin ceilingrose / Holder /3way connector,screws, making connections, testingetc. as required. |
| 74 | P & F WVC Wash basin (Ist qualityIS:2556 Mark) of approved makewith C.I. brackets duly painted 1No. 15 mm C.P. Pillar cock(IS:8934 Mark) & 32 mm C.P. brasswaste coupling of approved make,P.V.C Waste pipe with PVC nut 32mm complete including cutting &making good the wall :(1.36.4)Size580 mm x 450 mm |
| 75 | P & F lst quality WVC Urinal(IS:2556 mark) with 25mm diaG.I. waste pipe, dome wastecouplings, concealed iron bracketsor screws etc complete. Flat Back(large) or half stall size610x400x80mm. |
| 76 | P & F Pilllar Cocks (IS :8931 : 1993Mark) of superior quality andapproved make: C.P. Pillar cockfancy type ,15mm nominal bore. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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