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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.4 CrAdmitted-Finance 79 12 SHIPRA PATH MANSAROVER JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | L1 | Admitted-Finance | ||
| 2 | L2₹29.1 Cr+₹1.7 Cr (6.15%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹29.5 Cr+₹2.1 Cr (7.72%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹30.0 Cr+₹2.6 Cr (9.35%)Admitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | L4 | Admitted-Finance | ||
| 5 | L5₹33.3 Cr+₹5.9 Cr (21.5%)Admitted-Finance S 553 54 GROUND FLOOR SCHOOL BLOCK SHAKARPUR NEW DELHI 110092 | NEW DELHI | NEW DELHI | DELHI | 110092 | L5 | Admitted-Finance |
Tender Value
₹42.5 Cr
EMD Value
₹85.0 L
Closing Date
2 Aug 2025, 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 1 for Sewerage Work in Bambala Area Sanganer under EE PHE I JDA Jaipur
2025_JDAJP_484330_1
EE PHE-I_10_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
₹85.0 L
Yes
Manthan Hall
3 Sept 2025
2 Jul 2025
7 Aug 2025
2 Jul 2025
2 Aug 2025
2 Jul 2025
11 Jul 2025
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 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 | 1 | Cum | 83.7 | ₹83.62 |
| 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 at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc.. complete as directed by 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 | 1600 mm internal diameter | - | Mtr. | 15,950 | - |
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