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Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
29 Aug 2026, 6:00 pm5d left
EE C2
JDA Jaipur
Various traffic improvement work in Zone- C-2 area, JDA Jaipur
2026_JDAJP_590361_1
EE-C2/21/2026-27
Open Tender
Civil Works
Percentage
180 days
JDA area
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Online
₹3.4 L
Yes
19 Aug 2026
19 Aug 2026
3 Sept 2026
19 Aug 2026
29 Aug 2026
19 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Interlocking Concrete Block Pavement with M-30Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks(measurements shall be made inner to inner side ofedge blocks).
Providing and Laying of Interlocking M-30 gradeConcrete Block Pavements having thickness 60 mm asper drawings and as per IS 15658:2006.and materialsconforming to MoRTH Specification Clause 602 withM-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr EdgeBlocks.
Category 'B' : Dentated only two side like I,Z,T shapeas per IRC:SP:63-2004 | - | Sqm | 750 | - |
| 2 | Interlocking Concrete Block Pavement with M-30Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks(measurements shall be made inner to inner side ofedge blocks).
Providing and Laying of Interlocking M-30 gradeConcrete Block Pavements having thickness 80 mm asper drawings and as per IS 15658:2006.and allmaterials shall conform to MoRTH SpecificationClause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15Mtr Edge Blocks.
Category 'B' : Dentated only two side like I,Z,T shapeas per IRC:SP:63-2004 | - | Sqm | 917 | - |
| 3 | Interlocking Concrete Block Pavement with M-30Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks(measurements shall be made inner to inner side ofedge blocks)
Providing and Laying of Interlocking M-30 gradeConcrete Block Pavements having thickness 100 mmas per drawings and as per IS 15658:2006.and allmaterials shall conform to MoRTH SpecificationClause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x0.15 Mtr Edge Blocks.
Category 'B' : Dentated only two side like I,Z,T shapeas per IRC:SP:63-2004 | - | Sqm | 1,146 | - |
| 4 | Marking Centre Line and stop lines etc. on road as perIRC pattern with thermoplastic paint of approvedquality and make with 8% glass beads laid on the roadsurface at temperature 160" C with a special applicatormachine complete with a special applicator machinecomplete with labour material and traffic diversionarrangements. | - | Sqm | 500 | - |
| 5 | Providing & Fixing of Vicro Spring Post made ofFlexible PU UV Stabilized, Excellent ESCR, No rust Nochip, size 80X750 mm with round 3 no radium tapedesinbed for max ageing resistance under sunlighthaving upper dia 15 cm. and lower dia 20 cm withanother attachment of 15x15 cm circular section with15 cm. face plate and hold fast at bottom as perdirection of Engineer In Charge | - | Each | 1,433 | - |
| 6 | Providing & Fixing of ABS Plastic rectangle crumb ofSize 250mm X 125mm X 28mm fixing with nail andvicro epoxy at interval for prevent of accident requireboth side reflector of specific size with visibility at least100mtr | - | Each | 608 | - |
| 7 | Providing, fixing, maintaining, shifting & refixing,barricading of a steel portable barricade with horizontalsheet 0.60 mtr wide, 2.4 mtr in length fitted on a “A”frame and sheet painted with 2 coats of yellow paint,lettering (CAUTION, JDA AT WORK, DRIVE SLOW) onsheet with RED paint & border with reflective paint atthe time of every shifting, traffic diversion arrangement,safety guard, suitable lightning arrangement duringnight if required, complete in all respect till completionof the project as per technical specification anddirection of Engineer-In-charge and same shall bepossessed by the contractor after completion of theproject. Payment under this item will be released:- (1)50% at the time of providing new barricading at thetime of start of project at location and plan as approvedby the Engineer & certification (2) 50% Aftercompletion of project including shifting, re-erecting andmaintaining the barricading in position, during entireconstruction tenure with requisite manpower/flagmanetc. Complete for guiding traffic and safety etc anddismantling after completion of project. | - | Each | 2,918 | - |
| 8 | Supplying & Installation of Solar Raised PavementMarkers made of polycarbonate molded body withcircular shape, solar powered, LED self illumination inactive mode, 360 degree illumination and reflectivepanels with micro prismatic lens capable of providingtotal internal reflection of the light entering the lensface in passive mode. The marker shall support a loadof 20000 kg jested in accordance to ASTM D 4280.The marker should be resistant to dust and wateringress according to IP 65 standards and shouldwithstand temperatures in the range of 0C to 70 C.Color of lighting could be provided in red or yellow(amber) as per requirement and typical frequency ofblinking is 1 Hz. There should be current losses of lessthan 20 micro-amperes at 2.4 V in sleep-chargingmode to enhance the life of the marker and a fullcharge should provide for a minimum autonomy of 50hours. The height, width and length of the marker shallnot be less than 10 mm X 100 mm X 100 mm. Also thesurface diameter of the marker shall not be less than100 mm respectively. The weight of the marker shallnot exceed 0.5 Kilograms. Fixing will be by drillingholes on the road for the shanks to go inside, withoutnails and using epoxy rasin based adhesive as permanufacture’s recommendation and complete asdirected by the engineer. (manufactured from 3M orequivalent) | - | Each | 2,151 | - |
| 9 | Providing and fixing reinforced concrete precast kerbstone or dand R.Mtr of M-20 grade cement concrete120 cm long having 4 Nos. bars of 8 mm dia hysd andstirrups 6 Nos of 6 mm dia as per IS with in builtprovision of interlocking of jointing and liftingcompaction of reinforced concrete by mechanical andtable vibrators jointing at site with cement mortar 1:4complete in all respect as directed by Engineerincharge on: 100 mm thick cement concrete 1:4:8 (1Cement : 4 Coarse sand : 8 stone aggregate 20 mmthick nominal size) including excavation of earth andcutting of BT road cutting of WBM road etc. anddisposal of surplus material with all lead and lift. Thesize of kerb shall be (11.5+16.5)/2*30+(16.5*7.5) | - | P. Rmt. | 617 | - |
| 10 | Supply of ‘L’ type Bollard made out of 1.25 mm thickM.S. sheet height 134 cm, welded in circular type ringsection having upper dia 15 cm. and lower dia 21 cmwith another attachment of 15x15 cm circular sectionwith 15 cm. face plate and hold fast at bottom, wholebody is processed in white stoving enamel and redreflective 3 hands, each of 7.5 cm end one reflectivesheet of 15 cm. dia provided to it complete in allrespect. | - | Each | 2,123 | - |
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