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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | -30.69% | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹98,201.48 (0.42%)Admitted-Finance 79 12 SHIPRA PATH MANSAROVER JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | -30.40% | ₹2.4 Cr+₹98,201.48 (0.42%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹6.2 L (2.64%)Admitted-Finance | -28.86% | ₹2.4 Cr+₹6.2 L (2.64%) | L3 | Admitted-Finance |
| 4 | L4₹2.6 Cr+₹27.9 L (11.9%)Admitted-Finance | -22.45% | ₹2.6 Cr+₹27.9 L (11.9%) | L4 | Admitted-Finance |
Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
3 Jun 2026, 6:00 pmClosed
Executive Engineer PHE I
Room No 135 Main Building First Floor JDA Jaipur
Lateral sewer line work along with construction of precast RCC Manhole in JDA residential scheme Central spine G block Sector 30 Jagatpura PHE I JDA Jaipur
2026_JDAJP_559145_1
EE PHE-I_01_2026-27
Open Tender
Civil Works
Percentage
120 days
Central Spine G Block Sector 30 Jagatpura
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Secretary, JDA
₹6.8 L
Yes
1 Jul 2026
15 May 2026
9 Jun 2026
15 May 2026
3 Jun 2026
15 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 |
|---|---|---|---|---|---|
| 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 | - | cum | 299 | - |
| 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 | - | cum | 20.9 | - |
| 1.03 | Add extra for overall 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 overall depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1 | - | cum | 83.7 | - |
| 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 | - |
| 2.02 | Depth more than 3.0 m and upto 6.0 m | - | Sqm | 144 | - |
| 3Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes /Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. | |||||
| 3.01 | 200 mm ID | - | Mtr. | 618 | - |
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