Drinking Water Supply and Sanitation Government Departments Closing in 18 days TDR #56713743

Tender For Work Of Construction Of 01 Nos. 400 Kl & 02 Nos. 150 Kl Reinforced Cement Concrete Clean Water Reservior At Rajiv Gandhi Enclave, Harinath Society And Shiv Vatika In Town Bhiwadi Include One-Year Defect Liability Period Under Division Bhiw

Issued by Government Departments · Alwar, Rajasthan
Tender Value
52.94 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
18 days left
EMD
1.05 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Alwar → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Work Of Construction Of 01 Nos. 400 Kl & 02 Nos. 150 Kl Reinforced Cement Concrete 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)

BOQ

Name of Work:- Work of 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)
Sl. No. Item Description
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: -
2a) 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.
3h) 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.
4Rates 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)
5b) 150 KL (01 Nos. at Harinath Society) (BSR 2026 Item No. 3.3.1.4)
6c) 400 KL (01 Nos. at Rajiv Gandhi Enclave) (BSR 2026 Item No. 3.4.2.1)
7Providing 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.
8150 mm (for Shiv Vatika 10 Mtr, For Harinath Society 08 Mtr., For Rajiv Gandi Enclave 15 Mtr.)
9100 mm (for Shiv Vatika 10 Mtr, For Harinath Society 08 Mtr. For Rajiv Gandi Enclave 15 Mtr.)
10Providing, 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
11100 mm dia (for Shiv Vatika 03 Nos, For Harinath Society 03 Nos. For Rajiv Gandi Enclave 03 Nos.)
12150 mm dia (for Shiv Vatika 02 Nos, For Harinath Society 02 Nos. For Rajiv Gandi Enclave 02 Nos.)
13Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
14100 mm dia. (for Shiv Vatika 03 Nos, For Harinath Society 03 Nos. For Rajiv Gandi Enclave 03 Nos.)
15150 mm dia. (for Shiv Vatika 02 Nos, For Harinath Society 02 Nos. For Rajiv Gandi Enclave 02 Nos.)
16Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
17Above 15 HP and up to 20 HP (for Shiv Vatika 02 Nos, For Harinath Society 02 Nos., For Rajiv Gandi Enclave 02 Nos.)
18Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
193 core 6.0 Sq.mm (for Shiv Vatika 100 Mtr, For Harinath Society 35 Mtr. For Rajiv Gandi Enclave 120 Mtr.)
20Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
2116.0 Sq.mm, 4 core (for Shiv Vatika 40 Mtr, For Harinath Society 30 Mtr, For Rajiv Gandi Enclave 80 Mtr.)
22Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating at synchronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
2311 KW (For Shiv Vatika 02 Nos, For Harinath Society 02 Nos.)
2415 KW (For Rajiv Gandi Enclave 02 Nos.)
25Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
2650 mm dia (for Shiv Vatika 100 Mtr, For Harinath Society 30 Mtr., For Rajiv Gandi Enclave 100 Mtr.)
2765mm dia (for Shiv Vatika 70 Mtr, For Rajiv Gandi Enclave 50 Mtr.)
28Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.a) For Shiv Vatika 02 Nos.b) For Harinath Society 02 Nos.c) For Rajiv Gandi Enclave 02 Nos. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56713743
AUTHORITY Government Departments
TENDER VALUE 52.94 Lakhs
LAST DATE 17-08-2026
Authority
Authority Name Public Health Engineering Department
Work Description Tender for Work Of Construction Of 01 Nos. 400 Kl & 02 Nos. 150 Kl Reinforced Cement Concrete 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)
Basic Detail
Tender No EE PHED DIV BHIWADI NCR 60/2026-27
Bidding Type Tender
Location
City Alwar
State Rajasthan
Key Dates
Publish Date 29 Jul 2026
Submission Date 17 Aug 2026
Open Date 18 Aug 2026
Finance
Tender Value 52.94 Lakhs
Tender Fee 2500
EMD 1.05 Lakhs
Exemption Available
Document List
BOQ_1024950.xls
fbfb4c94-0f1a-4292-88d6-2d31557e5804.html
TD60UWSSBHIWADICWR.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 18 days
Aug 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 19 days

Tender Documents

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xls

BOQ_1024950.xls

html

fbfb4c94-0f1a-4292-88d6-2d31557e5804.html

pdf

TD60UWSSBHIWADICWR.pdf

pdf

Tendernotice_1.pdf

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