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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 4 | Accepted-Technical WARD NO 09 VPO CHHAPOLI UDAIPURWATI JHUNJHUNU RAJASTHAN 333302 | JHUNJHUNU | RAJASTHAN | 333302 | Accepted-Technical ACCEPTED |
| 5 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹52.9 L
EMD Value
₹1.1 L
Closing Date
17 Aug 2026, 6:00 pmClosed
EE PHED BHIWADI NCR
EE PHED BHIWADI NCR
Construction of 01 Nos 400 KL 02 Nos. 150 KL RCC Clean Water Reservior at Rajiv Gandhi Enclave, Harinath Society and Shiv Vatika in Town Bhiwadi include one-year Defect Liability Period Under Division Bhiwadi (NCR)
2026_PHCJA_576541_1
EE PHED DIV BHIWADI NCR 60/2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
BHIWADI
AS PER TD
3 documents required · 3 mandatory
₹2,500
EE PHED BHIWADI NCR
₹1.1 L
Yes
18 Aug 2026
29 Jul 2026
18 Aug 2026
29 Jul 2026
17 Aug 2026
29 Jul 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 |
|---|---|---|---|---|---|
| 1Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, 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 including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR 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 of CWR. 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.
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. | - | - | - | - |
| 1.02 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top slab.
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 pipes 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. | - | - | - | - |
| 1.03 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2, 3 & 4 Capacity
a) 150 KL (01 Nos at Shiv Vatika) (BSR 2026 Item No. 3.3.1.4) | 1,50,000 | Ltr. | 6.05 | ₹9,07,500 |
| 1.04 | b) 150 KL (01 Nos. at Harinath Society) (BSR 2026 Item No. 3.3.1.4) | 1,50,000 | Ltr. | 6.05 | ₹9,07,500 |
| 1.05 | c) 400 KL (01 Nos. at Rajiv Gandhi Enclave) (BSR 2026 Item No. 3.4.2.1) | 4,00,000 | Ltr. | 5.38 | ₹21,52,000 |
| 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. | |||||
| 2.01 | 150 mm (for Shiv Vatika 10 Mtr, For Harinath Society 08 Mtr., For Rajiv Gandi Enclave 15 Mtr.) | 33 | Mtr | 2,753.39 | ₹90,861.87 |
| 2.02 | 100 mm (for Shiv Vatika 10 Mtr, For Harinath Society 08 Mtr. For Rajiv Gandi Enclave 15 Mtr.) | 33 | Mtr | 1,914.41 | ₹63,175.53 |
| 3Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, 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 Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||||
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