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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹68.7 L
EMD Value
₹1.4 L
Closing Date
26 Jun 2023, 6:00 pmClosed
RE-PHE-I JPR
Resident Engineer PHE-I Rajasthan Housing Board Mansarovar Jaipur
Water Supply Sewerage and Rain Water harvesting system for Studio Apartment Sector-08 Haldighati Marg, Pratap Nagar, Sanganer, Jaipur
2023_RHBCE_343319_1
RE-PHE-I-JPR_04/2023-24
Open Tender
Civil Works
Percentage
270 days
Jaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
As per NIT
₹1.4 L
Yes
28 Jun 2023
14 Jun 2023
27 Jun 2023
14 Jun 2023
26 Jun 2023
14 Jun 2023
Amount
Rain water chamber 450 x 450 mm
Rain water chamber 600 x 600 mm
Rain water chamber 750 x 600 mm
Conducting Geo physical Resistivity electric survey for pin pointing of Tube well (2 point each tube well)
Construction 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: - 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. 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
55 KL x 2 Nos.
Construction of RR stone masonry sluice valve chambers of following size wall thickness 45CM bed concrete M-15 grade 15 CM, 25 CM thick internal & outer planter ferrow cement cover "AA" class loading. Internal size 1.20 x 1.50 Mtr.
Constructing providing and fixing of pre-cast RCC M-40 grade circular Road Side Inspection Chamber including earthwork using sulphate resistant cement with following dia and depth cylindrical piece with 100mm wall thickness, 100mm base slab, inbuilt cover & frame on top, provision for 110mm OD in and out sewer connection with making proper in built benching and channel with PCC M-15 grade including providing cast-in-situ 100mm thick foundation of PCC M-10 grade, supplying and fixing circular precast SFRC Circular 300 mm dia manhole cover with frame - M.D. - 10, including steel reinforcement minimum @ 80kg/cum, testing for water tightness complete in all respect as per drawing, specification and the direction of the Engineer. Pre-cast Road side inspection chamber of 450mm dia (internal), 600mm depth and 750mm dia base foundation
Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and 2 pole motor operating at syncronised 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/fiber 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 the directions of Engineer-in- Charge, Technical Specification
7.5 KW (10 HP) (1W + 1S)
Provision for O&M of scheme including T&P, reparing of pipe line with material and reparing of motor pump, complete in all respect for one year
Bidder Name
Amount
Sashi Construction(GSTN-08ACEPS0091B1ZW)
VERTAK INFRASTRUCTURE PVT LTD(GSTN-08AADCV4815G1ZB)
M/s. Manjeet Construction Company(GSTN-NA)
M/s. Manjeet Construction Company
Sashi Construction
M/s. Manjeet Construction Company
VERTAK INFRASTRUCTURE PVT LTD
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