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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical B 31 32 2ND FLOOR INDUSTRIAL ESTATE NEW POWER HOUSE ROAD JODHPUR 342003 RAJASTHAN | JODHPUR | RAJASTHAN | 342003 | Admitted-Fee/PreQual/Technical |
Tender Value
₹26.9 Cr
EMD Value
₹53.8 L
Closing Date
16 Sept 2025, 6:00 pmClosed
ACE PHED Region II Jodhpur
ACE PHED Region II Jodhpur
Work of Construction and Commissioning of One day demand storage capacity Clear Water Reservoir at Zero Point Headworks Barmer, District Barmer with one year DLP(Under CM Budget Annoucement 2025-26)
2025_PHCJO_497016_1
NIB No 15/2025-26 ACE Region II Jodhpur
Open Tender
Civil Works - Water Works
Percentage
730 days
Barmer
As Per TD
3 documents required · 3 mandatory
₹25,000
EE PHED City Dn. Barmer/MD RISL Jaipur
₹53.8 L
Yes
ACE PHED Region II Jodhpur
7 Jul 2026
27 Aug 2025
17 Sept 2025
27 Aug 2025
16 Sept 2025
27 Aug 2025
3 Sept 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 |
|---|---|---|---|---|---|
| 1 | Construction of 70 MLD capacity CWR at Zero point Barmer headworks | - | - | - | - |
| 2 | Construction of Rectangular 70.0 ML capacity RCC Clear Water Reservoir with partition as per contractor’s own design and drawings as per relevant IS Codes / specifications.
The work includes Investigation of SBC, preparation and submission of detailed design and drawing (IIT) for required capacity.Raft, foundations, construction of plinth.Protection with food grade epoxy paint on inner surface of tank.Anti-carbonation paint on outer surface.Testing for water tightness complete in all respect.Supply and fixing of DI K-9 pipes, inlet, outlet, washout, overflow pipe, float valves, puddle collars, duck foot bends, pipe interconnecting the incoming and outgoing with all specials, water level indicator, finishing, testing & commissioning etc.Complete in all respect as per the scope of work & specifications given in the tender document.. | 70,000 | KL | 3,160 | ₹22,12,00,000 |
| 3 | Construction of Boundary Wall and Ancillary Work | - | - | - | - |
| 4 | (PHED/Revised2023/8.2) Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:
1. Depth of foundation- 900 mm.
2. PCC in M-10, width -900 mm and thickness 100 mm,
3. Stone masonry in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)
4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.
5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6.
6. Expansion joint shall be on every 30 mtr.
7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.
8. Pillar for main gate 350x350 mm in size is part of boundary wall.
9. Cement paint of approved colour in 3 coat shall be done. | 600 | RMT | 5,820 | ₹34,92,000 |
| 5 | (PWD BSR 2022 It NO. 14.10) Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge : | - | - | - | - |
| 6 | (14.10.2) In cement mortar. | 283.5 | Cum | 751 | ₹2,12,908.5 |
| 7 | (PWD BSR 2022 It NO. 14.2) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. | - | - | - | - |
| 8 | (14.2.1) 1: 3: 6 or richer mix. | 27 | Cum | 637 | ₹17,199 |
| 9 | Shifting nalah along the boundary wall at Barmer Headwork | - | - | - | - |
| 10 | (PHED BSR 2023/4.1) Earth work in excavation in foundation, trenches 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. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
Depth upto 1.5 m | 349.8 | Cum | 200 | ₹69,960 |
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