CE CHZ CHM T 10 2026 27 PROVN OF ETP AT COMMAND HOSPITAL AT CHANDIMANDIR

Design, supply & construction of plant room of size 17.3 mtr X 10.40 mtr complete all as specified and directed.

Total amount of Sch 'A' Sec II (SITE CLEARANCE, SITE DEVELOPEMENT & MISC. EARTH WORKS) Lump sum price worked out by the contractor for " SITE CLEARANCE & Earth Works " as listed in schedule 'A' Part-II

Total amount of Sch 'A' Sec III (INTERNAL ELECTRIFICATION ) Lump sum price worked out by the contractor for " INTERNAL ELECTRIFICATION " as listed in schedule 'A' Part-III

Total amount of Sch 'A' Sec IV (ROAD/PATH/CULVERT/HARD STANDING) Lump sum price worked out by the contractor for " ROAD/PATH/CULVERT/HARD STANDING " as listed in schedule 'A' Part-IV

Total amount of Sch 'A' Sec V (AREA DRAINAGE WORKS) Lump sum price worked out by the contractor for " AREA DRAINAGE WORKS " as listed in schedule 'A' Part-V

Total amount of Sch 'A' Sec VI (FENCING/GATE/COMPOUND GATE) Lump sum price worked out by the contractor for " FENCING/GATE/COMPOUND GATE " as listed in schedule 'A' Part-VI

EFFLUENT TREATMENT PLANT (ETP) Design, Engineering, Procurement, Supply, Civil Construction, Fabrication, Erection, Installation, Testing, Commissioning of a fully functional Effluent Treatment Plant (ETP) of 300 KLD nominal design capacity at command hosiptal Chandimandir, Haryana. The Contractor shall be responsible for every element of the work from receipt of the Department's inputs to the regulatory-compliant, fully operational plant. A. DEPARTMENT'S INPUTS The Department shall furnish following inputs. (a)  Site Plan: Approved site plan showing the physical boundaries of the area earmarked for the ETP, the inlet point (raw wastewater entry connection), and the outlet point (treated effluent discharge connection). (b)  Nominal Design Flow: 300 KLD (Kilolitres per Day). The Contractor shall note that actual flow will vary seasonally and diurnally. The ETP shall be designed to remain fully functional and performance compliant at any flow between minimum flow (min 50%of nominal capacity) to the plant to peak flow (peak factor of 3) (c)Tentative Wastewater Characteristics: The Contractor shall conduct independent wastewater sampling and laboratory analysis and shall design the plant to treat the actual measured characteristics. However, a tentative wastewater characteristics for reference is provided in DBR. (d)  Water Supply Take-off Point: Location and pipe size of the nearest departmental water supply connection available for plant use. Provision of water beyond this take-off point is the Contractor's responsibility.

(e)  Electrical Take-off Point: Location, voltage (415V, 3-phase, 50 Hz), and available capacity of the nearest departmental electrical supply point. Wiring, panels, earthing, and all electrical works from this take-off point onwards are the Contractor's full responsibility. B. INVESTIGATIONS & DESIGN to be done by the Contractor :- B-1. Site Investigation & Soil Testing The Contractor shall carry out a complete geotechnical site investigation comprising a minimum of three (03) boreholes to a depth of not less than 6 metres or to hard strata, whichever is greater. A soil test report from a NABL-accredited laboratory shall be submitted. All foundation and civil designs shall be based on the actual soil bearing capacity and groundwater table data so determined. The Contractor bears full responsibility for foundation adequacy B-2. Independent Wastewater Characterization The Contractor shall collect composite samples from various source points (eg Dialysis, Laundry, OT, Manhole etc, additional sample not mentioned but necessary for complete working design is deemed to be included) per day for one week. Samples shall be analysed by a NABL-accredited environmental laboratory for all parameters listed in DBR, any additional parameters the Contractor deems necessary for design. The Characterization Report shall be submitted to the Engineer-in-Charge. The Design shall be based on this actual data.