Rajasthan Urban Drinking Water Sewerage And Infrastructure Corporation Tender

c) OHSR 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 edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.

d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.

e) Conducting successfully hydro test and water tightness test as per I.S. code.

f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.

g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..

h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.

i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.

j) Providing and fixing water level indicator (float type).

k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.

l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.

m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).

n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.

o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.

p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.

q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.

r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.

Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M

3000 KL

250KL

Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ.

Discharge 141 to 160 LPS and head 20 to 30 M

Discharge 20 to 30 LPS and head 41 to 50 M

Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.

Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per 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.

Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3.

8000 KL capacity

Bio CNG based Bottling Plant for STP including PSA-ZMS Scrubber, Compressor, flow meters, Gas Chromatographs, Odorizer for natural gas, Buffer storage tank, Civil Structures and other arrangements for BIO CNG Conversion of required capacity and quantities. As per Directions of Engineer In-charge.

Repairing and Full replacement of all Electromechanical instruments of Existing STP of 50 MLD Capacity. Detailed Specification of Electromechanical Instrumation is mentioned in Bid Document.

Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of STP for inlet Sewage parameters BOD=300, COD=600, TSS=600, TKN 55, pH= 6.5 to 7.5 based on SBR technology consisting of Inlet Chamber, Screen Chamber, Grit- Detritus Tanks, Distribution Chamber and Biological CASP Basins, Chlorine Contact Tank, Chlorinator with Chlorinator shed & tonner Shed, Chemical Storage & Dosing shed with dosing Equipments, Sludge Sump, Gravity Sludge Thickener, Sludge dewatering system equipment and building and sludge storage shed, necessary piping work with required valves, gates, sludge digesters, storm water drains and rain water harvesting system, bypass drains, roads & pathways, landscaping, Compound wall with gates, Administration Block cum Laboratory, Laboratory Equipments, staff quarters, Tools and Plants, Spare Parts, ESR and Tanker Filling points, Metering Room, Guard Room etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of following items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes, etc. complete to achieve BOD 10 ppm, COD 100 ppm, TSS 10 ppm, to get reusable quality of water for industrial / agricultural purposes. (In Case Cyclic activated sludge plant is designed for N, P outlet parameters shall also include TN 10 ppm, Nh3N 2 ppm and TP 1 ppm) with full automation including PLC-SCADA, OCEMS and Instrumentation as per specifications. STP of Capacity 30 MLD.

Design, Engineering, Installation, Testing and Commissioning of 500 KWp Ground Mounted Solar Power Plant, including Solar PV Modules, Inverter, Module Mounting Structure, DC Cable, AC Cable, ACDB, DCDB, Energy Meter 0.5 Class Net and Solar Meters, Cu Bonded Earthing, Conventional LA with 5 M Mast, Conduit, Lugs, Ferrules, Civil works of required capacity and quantity. Capacity: 8 X 500 kW = 4 MW

Fix Provision for O&M of all facilities created under this contract including but not limited to STP and SPS for Fifteen Years as per Tender Document (yearwise payment amount is given in tender document) for Jaipur Heritage town. Bidder should fill amount Rs. 286894582.19 Bidder should fill this amount In case any other amount is filled then it will be consider as 286894582.19 Only.

Provision of Provisional Sum to be used as per Tender Document (FIXED) for Jaipur Heritage town. Bidder should fill amount Rs. 11867107.93 Bidder should fill this amount In case any other amount is filled then it will be consider as 11867107.93 Only.