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Tender Value
₹96.4 L
EMD Value
₹1.9 L
Closing Date
13 Jul 2026, 6:00 pm5d left
EE-24
EE-24, Room No. 304, Third Floor, CCC building, JDA Jaipur
Miscellaneous Civil repair works in Zone-24 area, JDA, Jaipur (Year 2026-27).
2026_JDAJP_573017_1
EE-24/02/2026-27
Open Tender
Civil Works
365 days
Zone-24 area, JDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Secretary, JDA
₹1.9 L
Yes
4 Jul 2026
4 Jul 2026
17 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 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 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 0.6 | Cum | 58 | ₹34.74 |
| 2 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge
For 1 Km. | 0.6 | Cum | 50.6 | ₹30.31 |
| 3 | 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 | 0.2 | Cum | 512 | ₹101.89 |
| 4 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
By Mechanical Means with all lead | - | Cum | 1,147 | - |
| 5 | Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | - | sqm | 31 | - |
| 6 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per
MoRTH Specification Clause 503. | - | sqm | 9.6 | - |
| 6.1 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | - | sqm | 11 | - |
| 7 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30)
Grading - II (26.50 mm (Nominal Size)) | 1 | P.Mt | 2,969 | ₹2,966.03 |
| 8 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects
for Grading-II(13 mm nominal size) Bitumen (VG-30) | - | P.Mt | 3,360 | - |
| 9 | Production & Supply of kandhal readymade cold bituminous patching mix in 50kg plastic lined, sturdy bags for repair of potholes in adverse climatic condition including the bituminous mix with a minimum of 5.6% MC-800 Cutback Bitumen (containing a suitable antistripping agent) by weight of mix and in strict conformance to gradation and other requirements such as 6-month storage life as per the attached specification, transportation with all lead and lift complete in all respects as per direction of engineer-in-charge. | - | P.Kg | 11 | - |
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