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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.0 CrAdmitted-Finance | -23.56% | ₹50.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹50.4 Cr+₹45.8 L (0.92%)Admitted-Finance | -22.86% | ₹50.4 Cr+₹45.8 L (0.92%) | L2 | Admitted-Finance |
| 3 | L3₹54.9 Cr+₹5.0 Cr (9.93%)Admitted-Finance | -15.97% | ₹54.9 Cr+₹5.0 Cr (9.93%) | L3 | Admitted-Finance |
| 4 | L4₹55.6 Cr+₹5.6 Cr (11.2%)Admitted-Finance | -14.99% | ₹55.6 Cr+₹5.6 Cr (11.2%) | L4 | Admitted-Finance |
| 5 | L5₹57.7 Cr+₹7.7 Cr (15.4%)Admitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | -11.79% | ₹57.7 Cr+₹7.7 Cr (15.4%) | L5 | Admitted-Finance |
Tender Value
₹65.4 Cr
EMD Value
₹1.3 Cr
Closing Date
18 May 2026, 6:00 pmClosed
Executive Engineer-8
EE-8, Room No. CB-201B, 2 floor, CCC Building JDA
Construction of Storm Water drain in Sanganer Area Zone-8, JDA, Jaipur (Phase-I)
2026_JDAJP_547168_1
JDA/EE-8/28/2025-26
Open Tender
Civil Works
Percentage
450 days
Sanganer area zone-8
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Secretary, JDA
₹1.3 Cr
Yes
Manthan Hall Main Building, JDA Campus, Jaipur
18 Jun 2026
21 Mar 2026
22 May 2026
21 Mar 2026
18 May 2026
21 Mar 2026
1 Apr 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 |
|---|---|---|---|---|---|
| - | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of ismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202
By Mechanical Means
Bituminous Courses | - | Cum | - | - |
| - | Dismantling of Cement Concrete Pavements as per MoRD Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | - | - |
| - | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches wi dressing of sides and bottom and backfilling in trenches with
excavated suitable material.
Ordinary soil
Upto 3 m depth | - | Cum | - | - |
| - | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches wi dressing of sides and bottom and backfilling in trenches with
excavated suitable material.
Ordinary soil
3 m to 6 m depth | - | Cum | - | - |
| - | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge
Add for each 50 M (upto 500 M.) | - | Cum | - | - |
| - | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge
Add for each 1 Km beyond Ist Km (upto 5 Km.) | - | Cum | - | - |
| - | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge
Add for each 1 Km beyond 5 Km (upto 10 Km.) | - | Cum | - | - |
| - | Barricading with sal ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto 2.5m centre to centre and for 3 days period including removal and cleaning the site complete in all respec
Height 1.2m upto 1.5m above ground level
Complete | - | Mtr | - | - |
| - | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications
Size 2.00 M x 2.00 M | - | R.Rmt | - | - |
| - | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications
Size 1.50 M x 1.50 M | - | R.Rmt | - | - |
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