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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 CrAdmitted-Finance | ₹19.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRISTI INFRAENGINEERING PVT. LTD. L1 |
|---|---|---|---|---|
| 1.00BOQ Part-A | ||||
| 2.00Part-I- Sewer Line Works | ||||
| 3.00 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferably of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect.
Note: measurement is to be done in linear basis) | 2,357 | Mtr. | 50.5 ₹1,19,028.5 Lowest |
| 4.00 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to
be cleared in all respect.
(Note: measurement is to be done in linear basis) | 13,239.67 | Mtr. | 69.4 ₹9,18,833.1 Lowest |
| 5.00 | Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer In charge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. | 1,756.64 | Sqm | 147 ₹2,58,226.08 Lowest |
| 6.00Earth 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. | ||||
| 7.00In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | ||||
| 8.00 | depth up to 1.5 m | 21,972.15 | Cum | 299 ₹65,69,672.85 Lowest |
| 9.00 | >1.5 m and up to 3.0 m deep | 11,907.73 | Cum | 319.9 ₹38,09,282.83 Lowest |
| 10.00 | >3.0 m and up to 4.5 m deep | 1,980.6 | Cum | 346.8 ₹6,86,872.08 Lowest |
Tender Value
₹17.7 Cr
EMD Value
₹35.4 L
Closing Date
26 Sept 2025, 12:00 pmClosed
Project Director, RUIDP
Office of Project Director, RUIDP, Jaipur.
Providing Laying and Joining of Conveyance System of Carrying of Alkaline Waste Water from Textile Industries of Light/ Heavy, Marudhara Industrial Area and Basni Phase-I to CETP At Sangaria, Jodhpur including One Year of Defect Liability Period
2025_RUID_498866_1
NIB RUIDP/OCB/RIICO/02
Open Tender
Civil Works
Item Rate
150 days
Jodhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
EGRAS
₹35.4 L
Yes
Jaipur
24 Oct 2025
4 Sept 2025
26 Sept 2025
4 Sept 2025
26 Sept 2025
16 Sept 2025
11 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BOQ Part-A | - | - | - | - |
| 2 | Part-I- Sewer Line Works | - | - | - | - |
| 3 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferably of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect.
Note: measurement is to be done in linear basis) | - | Mtr. | 48.1 | - |
| 4 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to
be cleared in all respect.
(Note: measurement is to be done in linear basis) | - | Mtr. | 63.5 | - |
| 5 | Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer In charge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. | - | Sqm | 134 | - |
| 6 | Earth 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. | - | - | - | - |
| 7 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | - | - | - | - |
| 8 | depth up to 1.5 m | - | Cum | 274.5 | - |
| 9 | >1.5 m and up to 3.0 m deep | 1 | Cum | 293.7 | ₹293.41 |
| 10 | >3.0 m and up to 4.5 m deep | 1 | Cum | 318.4 | ₹318.08 |
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