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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.3 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹10.4 Cr+₹8.5 L (0.83%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹10.5 Cr+₹17.4 L (1.69%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹10.6 Cr+₹33.0 L (3.21%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹10.7 Cr+₹45.9 L (4.47%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹11.7 Cr
EMD Value
₹23.3 L
Closing Date
12 Jun 2025, 6:00 pmClosed
EE-10 JDA JAIPUR
EE-10 JDA JAIPUR
Widening and renewal of 90 mtr sector road from Dantli ROB to T R Market, Zone-10, JDA, Jaipur.
2025_JDAJP_472271_1
EE-10/07/2025-26
Open Tender
Civil Works
Percentage
180 days
JDA AREA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
ONLINE JDA WEBSITE
₹23.3 L
Yes
9 Jul 2025
23 May 2025
18 Jun 2025
24 May 2025
12 Jun 2025
24 May 2025
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 | Dismantling of Flexible Pavements
Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202
By Mechanical Means
Bituminous Courses | - | Cum | 115.2 | - |
| 2 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRD Specification Clause 202.
By Mechanical Means
Cement Concrete | - | Cum | 238.5 | - |
| 3 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete
Earth, Sand, Lime, Morrum manure or sludge
With all lead and lift. | 1 | Cum | 91.35 | ₹91.26 |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3 | - | Cum | 26.1 | - |
| 5 | 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 1000 m as per MoRD Specification Clause 301.5 | 1 | Cum | 94.5 | ₹94.41 |
| 6 | Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD
Specification Clause 401.
For Grading I Material | - | Cum | 400.5 | - |
| 7 | 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 all lead | - | Cum | 1,071 | - |
| 8 | Prime Coat
Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 | - | Sqm | 31.5 | - |
| 9 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503. | - | Sqm | 9 | - |
| 10 | 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 MoRD Specification Clause 503. | - | Sqm | 10.8 | - |
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