Tender For Patch Repair Works In Zone 23 Area, Jda Jaipur.
Tender Value
1.04 Crore
Estimated cost
Bid Submission
20 Jul 2026
9 days left
EMD
2.08 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Patch Repair Works In Zone 23 Area, Jda Jaipur.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Cutting in SoilExcavation in Soil using Hydraulic Excavator andTippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulicexcavator of 0.9 cum bucket capacity includingcutting and loading in tippers, trimming bottomand side slopes, in accordance with requirementsof lines, grades and cross-sections, andtransporting to the embankment location with a liftupto 1.5 m and lead upto 1000 m as per MoRTHSpecification Clause 301.3 |
| 2 | Carriage of material from quarry / crusher towork site including loading, unloading andstacking all complete.Earth, Sand, Lime, Morrum manure or sludgeFor 10 Km. |
| 3 | Granular Sub-base with Well Graded Material(Table 400.1)By Mix in Place MethodConstruction of granular sub-base byproviding well graded material, spreading inuniform layers with Tractor Mount Grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve the desired density, complete as perMoRD Specification Clause 401.For Grading I Material |
| 4 | For Grading II Material |
| 5 | Wet Mix MacadamProviding, laying, spreading and compactinggraded stone aggregate to wet mix macadamspecification including premixing the material withwater at OMC in mechanical mixer (Pug Mill),carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on awell prepared sub-base and compacting withsmooth wheel roller of 80 to 100kN weight toachieve the desired density including lighting,barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and MoRDSpecification Clause 406. By Mechanical Meanswith 1 km lead |
| 6 | Prime CoatProviding and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granularbase(WBM/WMM) including cleaning of roadsurface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRTHSpecification Clause 502 |
| 7 | Tack CoatProviding and applying tack coat with Bitumenemulsion (RS-1) using emulsion distributor at therate of 0.20 to 0.30 kg per sqm on the preparedbituminous surface cleaned with Hydraulic broomas per MoRTH Specification Clause 503. |
| 8 | Providing and applying tack coat with Bitumenemulsion (RS-1) using emulsion distributor at therate of 0.25 to 0.30 kg per sqm on the preparedgranular surfaces treated with primer & cleanedwith Hydraulic broom as per MoRTH SpecificationClause 503. |
| 9 | Providing and laying dense graded bituminousmacadam with 100-120 TPH batch type HMPproducing an average output of 75 tones perhour using crushed aggregates of specifiedgrading, premixed with bituminous binderminimum @ 4.0 & 4.5 percent by weight oftotal mix and filler, transporting the hot mix towork site, laying with a hydrostatic paverfinisher with sensor control to the requiredgrade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as per MoRTHSpecifications Clause 505 complete in allrespects. Bitumen (VG-30)Grading - II (26.50 mm (Nominal Size)) |
| 10 | Providing and laying bituminous concrete with100-120 TPH batch type hot mix plantproducing an average output of 75 tonnes perhour using crushed aggregates of specifiedgrading, premixed with bituminous binderminimum @ 5.2 & 5.4 per cent of mix and filler,transporting the hot mix to work site, layingwith a hydrostatic paver finisher with sensorcontrol to the required grade, level andalignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve thedesired compaction as per MoRTHSpecifications Clause 507 complete in allrespectsfor Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and MoRTH specifications Clause1702, 1703, 2102 & 2104P.C.C grade M 10Nominal mix 1:3:6 |
| 12 | P.C.C. grade M 20Nominal mix (1:2:4) |
| 13 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 14 | Supplying and fixing of Single Molded twin ShankRaised Pavement Markers made of polycarbonateand ABS moulded body and reflective panels withmicro prismatic lens capable of providing totalinternal reflection of the light entering the lens faceand shall support a load of 16000 kg tested inaccordance to ASTM D 4280 Type H andcomplying to Specifications of Category A ofMORTH Circular No RW/NH/33023/10-97-DO IIIDt 11.06.1997. The height, width and length shallnot exceed 50 mm, 100 mm and 100 mm and withminimum reflective area of 13 Sqcm on each sideand the slope to the base shall be 35+/-5 degree.The strength of detachment of the integratedcylindrical shanks, (of diameter not less than 19+/- 2 mm and height not less than 30+/- 2 mm)from the body is to be a minimum value of 700Kgf. Fixing will be by drilling holes on the road forthe shanks to go inside, without nails and usingepoxy resin based adhesive as per manufacturer'srecommendation and complete as directed by theengineer. (manufactured from 3M, Avery orequivalent) |
| 15 | Traffic SignsRetro-reflectorised Traffic SignsProviding and fixing of retro-reflectorisedcautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens typereflective sheeting vide Clause 801.3.1 fixedover aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75mm x 75 mm x 6 mm firmly fixed to the groundby means of properly designed foundationwith M15 grade cement concrete 450 mm x 450mm x 600 mm, 600 mm below ground level asper drawings and MoRTH Specification Clause801900 mm equilateral triangle |
| 16 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory signboard as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and graycolour on back with red reflective border of 65mm width and required letters and figures withreflective tape engineering grade of requiredshade and colour supported and welded on47mm x 47 mm x 12 SWG sheet tube firmlyfixed to the ground by mean of properly designed foundations with M-15 grade cementconcrete 450x450x600 mm, 600 mm belowground level as per approved drawing andSpecifications.900 mm equilateral triangle |
| 17 | Providing and Laying Reinforced cementconcrete pipe NP4/ prestrssed concrete pipefor culverts including jointing ends and fixingcollar with cement mortar 1:2 complete as perclause 1000 & 2900 of MoRT&H specificationincluding all material, labour form work,machinery.450 mm internal diameter |
| 18 | Production & Supply of kandhal readymade coldbituminous patching mix in 50kg plastic lined,sturdy bags for repair of potholes in adverseclimatic condition including the bituminous mixwith a minimum of 5.6% MC-800 Cutback Bitumen(containing a suitable antistripping agent) byweight of mix and in strict conformance togradation and other requirements such as 6-month storage life as per the attachedspecification, transportation with all lead and liftcomplete in all respects as per direction ofengineer-in-charge. |
| 19 | Labour charges for placing and compactingkandhal readymade cold bituminous patching mixin potholes in adverse weather including cleaningof potholes, placing and compacting the mix,sprinkling sand to prevent pick up by traffic anddocumentation of patches, with all leads and liftcomplete in all respects as per direction ofengineer-in-charge. |
| 20 | Supply & fixing of Fiber reinforced Ferrocement drain cover (light duty) designed forside drain for class \\"B\\" Road loading dulymarked on cover with adequate steelreinforcement having thickness 50 mm to 75mm anti corrosive bitumen painted M.S. plateRim and on M.S. lifting hooks additives &admixture like plasticizer shrinkage resistancecompound abrasion resistant as per approveddrawing and design complete in all respect.for drain Opeining Size 451 to 700 mm StandardDrain Cover Size 1000mm x 900mm x 60mm |
| 21 | Restoration of Rain CutsRestoration of rain cuts with soil, moorumgravel or a mixture of these, clearing the loosesoil, benching for 300mm width laying freshmaterial in layers not exceeding 250 mm andcompaction with plate compactor or powerrammer to restore the original alignment, leveland slopes as per drawings and MoRTHspecifications Clause 3002Mechanical Means |
| 22 | Supply & fixing of M-20 grade precast cementconcrete Kerb or Dand upto 60 cm length over20 mm thick base of cement mortar 1:6including jointing earth work, pointing &jointing with cement mortar 1:4 of size(22.5 x 25) x 30 cm2 |
| 23 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr EdgeBlocks (measurements shall be made inner toinner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements havingthickness 80 mm as per drawings and as perIS 15658:2006.and all materials shall conformto MoRTH Specification Clause 602 with M-30Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr EdgeBlocks.Category 'A' : Dentated units to key into eachother on all four faces Zigzag shape as perIRC:SP:63-2004 |
| 24 | Providing and Laying of Interlocking M-30grade Concrete Block Pavements havingthickness 100 mm as per drawings and as perIS 15658:2006.and all materials shall conformto MoRTH Specification Clause 602. with M-30Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr EdgeBlocks.Category 'B' : Dentated only two side like I,Z,Tshape as per IRC:SP:63-2004 |
| 25 | SAND STONE FLOORINGProviding and laying M30 grade controlled cementconcrete pavements including mixing andvibrations concrete with necessary needlevibrators and surface with screed board vibratingcomplete in all respect with 20/25 mm stoneaggregate (crusher broken) including anti-skidtextured finish to required camber/ super elevationand grade including curing etc. as perspecification with cement concrete M-30 gradeincluding cost of Steel frame work for sides ofC.C. pavement consisting of M. S. channels flatsand angles with required steel pegs ( some ofthem may left embedded in concrete/ includingproviding frame work) |
| 26 | Providing and fixing steel gate, grating , and grillsmade of angles, tees, square bars, flats,or blackpipe with holdfast and fittings complete as perdesign and drawing including cutting welding andfabrication with priming coat of red oxide |
| 27 | Cutting of construction joint/ longitudinal joint4 to 6 mm. wide using mechanical concretecutter including cost of diamond bit cuttingwheel and filling of bitumen sealing compoundin groove including cost of sealing compound.25 mm depth Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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