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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance | -33.00% | ₹4.1 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 L+₹10,221.12 (2.52%)Admitted-Finance | -31.31% | ₹4.2 L+₹10,221.12 (2.52%) | L2 | Admitted-Finance |
| 3 | L3₹4.6 L+₹51,710.40 (12.8%)Admitted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | -24.45% | ₹4.6 L+₹51,710.40 (12.8%) | L3 | Admitted-Finance |
| 4 | L4₹4.8 L+₹70,701.12 (17.4%)Admitted-Finance | -21.31% | ₹4.8 L+₹70,701.12 (17.4%) | L4 | Admitted-Finance |
| 5 | L5₹5.1 L+₹1.0 L (25.1%)Admitted-Finance | -16.17% | ₹5.1 L+₹1.0 L (25.1%) | L5 | Admitted-Finance |
Tender Value
₹6.0 L
EMD Value
₹12,100
Closing Date
28 May 2026, 6:00 pmClosed
EE PHED DISTT DIV II JODHPUR
EE PHED DISTT DIV II JODHPUR
CONSTRUCTION OF GLR 50 KL AT UTTESAR HEAD WORKS NEAR OPEN WELL GP UTTESAR
2026_PHCJO_559159_1
NIT NO 03 YEAR 2026-27
Open Tender
Civil Works
Percentage
90 days
EE PHED DISTT DIV II JODHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE PHED DISTT DIV II JODHPUR
₹12,100
Yes
16 Jun 2026
15 May 2026
29 May 2026
15 May 2026
28 May 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 |
|---|---|---|---|---|---|
| 2 | PHED BSR 2023/ 3.5.1.1/ Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - | - | Ltr | - | - |
| 3 | 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.
c) All the GLSR 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 vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.
e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). | - | Ltr | - | - |
| 4 | i) Providing and fixing MS ladder from ground to top slab with safety cage.
j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. | - | Ltr | - | - |
| 5 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm | - | Ltr | - | - |
| 6 | For capacity up to 50 KL. (20 KL) | - | Ltr | 10.71 | - |
| 7 | PHED BSR 2023/ 1.15/ Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer in-charge. | - | Ltr | - | - |
| 8 | PHED BSR 2023/ 1.15.1/ MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) | - | Kg | 126 | - |
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