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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹62.6 LAdmitted-Finance | -31.99% | ₹62.6 L | L1 | Admitted-Finance |
| 2 | L2₹68.1 L+₹5.5 L (8.79%)Admitted-Finance | -26.01% | ₹68.1 L+₹5.5 L (8.79%) | L2 | Admitted-Finance |
| 3 | L3₹71.5 L+₹9.0 L (14.4%)Admitted-Finance | -22.23% | ₹71.5 L+₹9.0 L (14.4%) | L3 | Admitted-Finance |
| 4 | L4₹96.7 L+₹34.1 L (54.6%)Admitted-Finance | +5.11% | ₹96.7 L+₹34.1 L (54.6%) | L4 | Admitted-Finance |
| 5 | L5₹98.4 L+₹35.9 L (57.3%)Admitted-Finance | +7.00% | ₹98.4 L+₹35.9 L (57.3%) | L5 | Admitted-Finance |
Tender Value
₹92.0 L
EMD Value
₹1.8 L
Closing Date
1 Jun 2026, 6:00 pmClosed
EE C
JDA Jaipur
Construction of Box Drain in Sitaram Kacchi Basti Ward-80 in Sanganer Constituency, Zone-C, JDA, Jaipur
2026_JDAJP_561377_1
JDA/EE-C/04/2026-27
Open Tender
Civil Works
Percentage
120 days
JDA Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
JDA Online Portal
₹1.8 L
Yes
4 Jun 2026
22 May 2026
4 Jun 2026
22 May 2026
1 Jun 2026
22 May 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 |
|---|---|---|---|---|---|
| 1.1 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising ofmasonry, 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 | 308 | - |
| 1.2 | Reinforced Cement Concrete. | - | Cum | 478 | - |
| 2 | Reinforced Cement Concrete
Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking thes erviceable material with all lift and lead of 1000 m as per MoRD Specification Clause 202. | - | Cum | 195 | - |
| 3 | Dismantling Stone Masonry as per MoRD Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Rubble Stone Masonry in Cement Mortar. | - | Cum | 195 | - |
| 4 | Excavation for Structures
Earth work 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 up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.Marshy soil. | - | Cum | 334 | - |
| 5 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loadingand disposal upto 1000 m lead but excluding compaction ground supporting embankment sub gradere placement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11. | - | Cum | 31 | - |
| 6 | Carriage of material fromquarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge. For 20 Km. | - | Cum | 109.05 | - |
| 7 | Building Rubbish Stone metal (Grit and ballast etc.). For 20 Km. | - | Cum | 127.45 | - |
| 8 | Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7. Earth filling (For marshy soil). | - | Cum | 118 | - |
| 9 | Providing and laying Precast reinforcedcement 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 200 mm thick lean concrete of M-10 grade with aggregate of size 40 mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Boxand its proof checking from IIT/ NIT/Government Engineer College complete in all respect as per specifications. Size 2.00 M x 2.00 M. | - | Rmt. | 26,328 | - |
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