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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.3 LAdmitted-Finance | -15.31% | ₹21.3 L | L1 | Admitted-Finance |
| 2 | L2₹23.5 LAdmitted-Finance | -6.30% | ₹23.5 L | L2 | Admitted-Finance |
| 3 | L3₹27.6 LAdmitted-Finance D 55 HAKIKAT RAI RD ADARSH NAGAR DELHI 33 | +9.99% | ₹27.6 L | L3 | Admitted-Finance |
Tender Value
₹25.3 L
EMD Value
₹50,580
Closing Date
10 Mar 2026, 6:00 pmClosed
Executive Engineer
PHED Dn. Sirohi
Demolition of old and dilapidated 400 KL GSR and construction of new GSR at Bhatkada under Urban Water Supply Scheme Sirohi
2026_PHCJO_543357_1
175/2025-26
Open Tender
Civil Works - Water Works
180 days
Sirohi
As attached TD
2 documents required · 2 mandatory
₹1,000
Executive Engineer
₹50,580
Yes
14 Mar 2026
7 Mar 2026
11 Mar 2026
7 Mar 2026
10 Mar 2026
7 Mar 2026
Demolishing of Rcc work including stacking of steel bars and disposal of unserviceable material within 50 mts lead
Extra for cutting reinforcement bars in RCC or RB work ( payment shall be made on the cross sectional area of RCC of RB work)
Extra for scrapping cleaning and strengthening of reinforcement for RCC or RB work.
Carriage of material including loading & unloading steel ,Tar,bitumen timber and stem coal
(i) For 20 kms
(ii)Add extra for each km beyond 20 km ( 1.90x 10)
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: -
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).
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.
Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm
400 KL capacity
Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
Providing, 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 316/410 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) Insertion 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 1.6
200 mm dia
150 mm dia
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