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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | -29.97% | ₹3.9 L | L1 | Admitted-Finance |
| 2 | L2₹4.3 LAdmitted-Finance | -23.77% | ₹4.3 L | L2 | Admitted-Finance |
| 3 | L3₹4.3 LAdmitted-Finance 1849 JUGRAJPUR SACHENDI KANPUR KANPUR NAGAR UTTAR PRADESH 208023 UDYAM UP 43 0012110 | KANPUR NAGAR | UTTAR PRADESH | 208023 | -22.77% | ₹4.3 L | L3 | Admitted-Finance |
| 4 | L4₹4.7 LAdmitted-Finance | -15.87% | ₹4.7 L | L4 | Admitted-Finance |
| 5 | L5₹5.2 LAdmitted-Finance | -7.17% | ₹5.2 L | L5 | Admitted-Finance |
Tender Value
₹5.6 L
EMD Value
₹11,160
Closing Date
30 Mar 2026, 10:00 amClosed
EXEN PHED DISTT DN JHUNJHUNU
EXEN PHED DISTT DN JHUNJHUNU
CONSTRUCTION OF 30 KL RCC GLSR in RWSS SITSAR P S JHUNJHUNU DISTT JHUNJHUNU
2026_PHCJA_547989_1
NIT NO. 96/2025-26
Open Tender
Civil Works
60 days
Jhunjhunu
CONSTRUCTION OF 30 KL RCC GLSR in RWSS SITSAR P S JHUNJHUNU DISTT JHUNJHUNU
2 documents required · 2 mandatory
₹500
EXEN PHED DISTT DN JHUNJHUNU
₹11,160
Yes
10 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|---|
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: - | - | - | - | - | BI01010001010000000000000515BI0100001112 | |
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 | |
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. | - | - | - | - | BI01010001010000000000000515BI0100001117 | |
Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm | - | - | - | - | BI01010001010000000000000515BI0100001118 | |
50 KL capacity | 30,000 | Litre | - | - | BI01010001010000000000000515BI0100001126 | |
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | - | - | - | - | - | |
Manually Operated CI Sluice valve of Class PN-1.0 | - | - | - | - | - | |
80 mm HW | 2 | Each | - | - | - | |
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. | - | - | - | - | - | |
MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) | 40 | Kg | - | - | - |
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