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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 CrAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹20.1 Cr+₹1.6 L (0.08%)Accepted-Finance | L2 | Accepted-Finance Accept | |
| 3 | L3₹20.2 Cr+₹15.7 L (0.78%)Accepted-Finance | L3 | Accepted-Finance Accept | |
| 4 | L4₹20.4 Cr+₹36.1 L (1.80%)Accepted-Finance | L4 | Accepted-Finance Accept |
Tender Value
₹22.7 Cr
EMD Value
₹45.4 L
Closing Date
22 Jul 2025, 6:00 pmClosed
ACE (P), PHED, Churu
ACE (P), PHED, Churu
Construction commissioning of RCC OHSR Rising main pipe line at village bada Dhani Kumharan Seowa Kalwas Khartwasiya Buchawas Chuna Ram Ki Dhani Alayla Devgarh Pandreu Taal Nethwa Taranagar-Sujangarh with One Year DLP District Churu
2025_PHCJ_481907_1
04/2025_26 ACE (P) PHED Churu
Open Tender
Civil Works - Water Works
Percentage
365 days
Taranagar
As per TD
2 documents required · 2 mandatory
₹10,000
DDO Code 6612 EE, PHED, Division, Taranagar
₹45.4 L
Yes
8 Sept 2025
23 Jun 2025
23 Jul 2025
23 Jun 2025
22 Jul 2025
23 Jun 2025
23 Jun 2025 - 30 Jun 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 and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.
b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.
d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.
i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.
j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.
p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. | - | - | - | - |
| 2 | Rates for RCC OHSR SBC <10T MT/Sqm & SBC ≥ 7MT/Sqm, Seismic Zone ll and staging 20 mtr ( Chunaram ki Dhani, Devgarh, Alayla Under Div. Taranagar) Cap. 100000 liter X 3 Nos.=300000 Liter | 3,00,000 | Per Ltr. | 33.08 | ₹99,24,000 |
| 3 | Rates for RCC OHSR SBC <10T MT/Sqm & SBC ≥ 7MT/Sqm, Seismic Zone ll and staging 20 mtr 1. Khartwasiya Cap. 150000 liter Under Div. Taranagar 2. Bada Cap. 150000 liter under Div. Sujangarh | 3,00,000 | Per Ltr. | 25.91 | ₹77,73,000 |
| 4 | Rates for RCC OHSR SBC <10T MT/Sqm & SBC ≥ 7MT/Sqm, Seismic Zone ll and staging 20 mtr ( Seuwa, Dhani kumaharn Cap. 200000 liter x 2 Nos.Under Div. Taranagar | 4,00,000 | Per Ltr. | 22.35 | ₹89,40,000 |
| 5 | Rates for RCC OHSR SBC <10T MT/Sqm & SBC ≥ 7MT/Sqm, Seismic Zone ll and staging 20 mtr ( Nethwa ) Under Div. Taranagar | 2,50,000 | Per Ltr. | 21.47 | ₹53,67,500 |
| 6 | Rates for RCC OHSR SBC <10T MT/Sqm & SBC ≥ 7MT/Sqm, Seismic Zone ll and staging 20 mtr (Pandreu taal )Under Div. Taranagar | 3,00,000 | Per Ltr. | 22.08 | ₹66,24,000 |
| 7 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | - | - | - | - |
| 8 | 100 mm (1.Bada QTY 45 mtr Under Division Sujangarh 2. Remaning QTY Under Division Taranagar) | 349 | RMT. | 2,259 | ₹7,88,391 |
| 9 | 150 mm (1.Bada QTY 45 mtr Under Division Sujangarh 2. Remaning QTY Under Division Taranagar) | 280 | RMT. | 3,249 | ₹9,09,720 |
| 10 | 200 mm (Under Division Taranagar) | 340 | RMT. | 4,250 | ₹14,45,000 |
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