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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Finance B 3 NEW COLONY KHATIPURA JHOTWARA JAIPUR 302012 | JAIPUR | RAJASTHAN | 302012 | -27.51% | ₹14.5 L | L1 | Admitted-Finance |
| 2 | L2₹15.3 LAdmitted-Finance | -23.71% | ₹15.3 L | L2 | Admitted-Finance |
| 3 | L3₹15.6 LAdmitted-Finance | -22.15% | ₹15.6 L | L3 | Admitted-Finance |
| 4 | L4₹15.6 LAdmitted-Finance | -21.91% | ₹15.6 L | L4 | Admitted-Finance |
| 5 | L5₹15.9 LAdmitted-Finance | -20.66% | ₹15.9 L | L5 | Admitted-Finance |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
17 Apr 2026, 11:00 amClosed
EXECUTIVE ENGINEER PHED RURAL DN BHILWARA
BHILWARA
BHEELO KA KHERA VILLAGE PALRA
2026_PHCJA_550510_1
NIT NO 02-03/2026-27 EE PHED RURAL DN BHILWARA
Open Tender
Civil Works
122 days
BHILWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EXECUTIVE ENGINEER PHED RURAL DN BHILWARA
₹40,000
Yes
4 May 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
17 Apr 2026
7 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Construction 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: - | ||||||
| 1.01 | 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). | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | 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. | - | - | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm | - | - | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | 50 KL capacity | - | Litre | - | - | BI01010001010000000000000515BI0100001116 |
| 2Providing 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 and fixing 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. | ||||||
| 2.1 | 100 mm | - | Mtrs | - | - | BI01010001010000000000000515BI0100001118 |
| 3Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . | ||||||
| 3.1 | HDPE PE-80 ON-6 | - | - | - | - | BI01010001010000000000000515BI0100001120 |
| 3.11 | 90 mm dia | - | RMT | - | - | BI01010001010000000000000515BI0100001121 |
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