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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.1 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹19.8 Cr−₹1.3 Cr (6.26%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹23.4 Cr+₹2.3 Cr (11.1%)Admitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | L3 | Admitted-Finance |
Tender Value
₹35.9 Cr
EMD Value
₹71.7 L
Closing Date
20 Feb 2026, 6:00 pmClosed
Executive Engineer PHE I
Room No. 133 Main Building First Floor JDA Jaipur
Providing Laying and Jointing of Trunk Main Lines along with Manholes part 2 for Sewerage Work in Bambala Area Sanganer under EE PHE I JDA Jaipur
2026_JDAJP_530126_1
EE PHE-I_17_2025-26
Open Tender
Civil Works
Percentage
548 days
Bambala Area Sanganer
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Secretary, JDA
₹71.7 L
Yes
Manthan Hall
17 Mar 2026
21 Jan 2026
26 Feb 2026
21 Jan 2026
20 Feb 2026
21 Jan 2026
28 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 |
|---|---|---|---|---|---|
| 1Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | |||||
| 1.01 | Depth upto 1.5 m | 0.8 | Cum | 299 | ₹239.2 |
| 1.02 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 1 | Cum | 20.9 | ₹20.88 |
| 1.03 | Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1 | - | Cum | 47.8 | - |
| 1.04 | Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1 | - | Cum | 83.7 | - |
| 1.05 | Add extra for over all depth of excavation above 6.0 m and upto 7.5 m over item no 17.1.1.1 | - | Cum | 128.5 | - |
| 1.06 | Add extra for over all depth of excavation above 7.5 m and upto 9.0 m over item no 17.1.1.1 | - | Cum | 179.5 | - |
| 1.07 | Add extra for over all depth of excavation above 9.0 m and upto 10.5 m over item no 17.1.1.1 | - | Cum | 359 | - |
| 2Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL. | |||||
| 2.01 | Depth upto 3.0 m | - | Sqm | 142.5 | - |
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