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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.5 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹12.1 Cr+₹63.2 L (5.51%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹13.2 Cr+₹1.7 Cr (14.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹14.1 Cr+₹2.6 Cr (23.1%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹14.6 Cr+₹3.2 Cr (27.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹15.5 Cr
EMD Value
₹31.0 L
Closing Date
15 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer-14
EE-14, Room No. MB-134, JDA, Jaipur
Widening and Strengthening of Mahal road from Pipali Choraha to Prahladpura Underpass Zone-14, JDA, Jaipur (Under RC)
2025_JDAJP_523579_1
JDA/EE-14/24/2025-26
Open Tender
Civil Works
Percentage
420 days
Pipali Choraha to Prahladpura Underpass Zone-14
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Secretary, JDA
₹31.0 L
Yes
Manthan Hall Main Building, JDA Campus, Jaipur
19 Feb 2026
27 Dec 2025
21 Jan 2026
27 Dec 2025
15 Jan 2026
27 Dec 2025
6 Jan 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 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground, supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11 | 4,980 | Cum | 31 | ₹1,54,380 |
| 2 | Carriage of earth, sand, lime, morrum manure or sludge etc. up to 10Km | 4,980 | Cum | 28.95 | ₹1,44,171 |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202
By Mechanical Means
Bituminous Courses | 3,625 | Cum | 100 | ₹3,62,500 |
| 4 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete Building Rubbish Stone metal (Grit and ballast etc.)
With all leads and lifts. | 3,625 | Cum | 82.2 | ₹2,97,975 |
| 5 | Milling of distress bitumenous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c hauling and stock pilling the reclaiming to bring to required specification to reuse with the approval of engineer - in - charge for safe disposal; with all leads and lifts complete in all respect as directly by Engineer - incharge. | 71,560 | Sqm | 26 | ₹18,60,560 |
| 6 | 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 | 20,169.75 | Cum | 58 | ₹11,69,845.5 |
| 7 | Excavation in Soil using Hydraulic
Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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 MoRTH Specification Clause 301.3 | 20,169.75 | Cum | 31 | ₹6,25,262.25 |
| 8 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete Carriage of earth, sand, lime, morrum manure or sludge etc. With all leads and lifts. | 20,169.75 | Cum | 79.55 | ₹16,04,503.61 |
| 9 | 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 | 10,457 | Cum | 512 | ₹53,53,984 |
| 10 | 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 II Material Berms Berms | 3,330 | Cum | 482 | ₹16,05,060 |
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