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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | ₹6.5 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹9.5 L+₹3 L (46.2%)Rejected-Finance | ₹9.5 L+₹3 L (46.2%) | L2 | Rejected-Finance Other than lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
4 Nov 2020, 6:00 pmClosed
CHIEF ENGINEER PATHANKOT ZONE
HQ CHIEF ENGINEER PATHANKOT ZONE
CONSULTANCY SERVICES FOR PROVISION OF SEWAGE TREATMENT PLANT AND PREPARATION/ DESIGN/ UPGRADATION OF SEWAGE NETWORK AT UNCHIBASSI
2020_MES_374890_2
CEPZ-01/2020-21
Open Tender
Civil Works
Item Rate
90 days
UNCHIBASSI PUNJAB
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE (SOUTH) PATHANKOT
₹16,000
Yes
9 Dec 2020
15 Oct 2020
6 Nov 2020
15 Oct 2020
4 Nov 2020
21 Oct 2020
Amount
Consultancy services for preparation and submission of Detailed Project Report (DPR) for Provn of Sewage Treatment Plant and upgradation of sewer line at Unchibassi (Punjab) complete all as specified including following scope of work as eloborated under serial No-1.01 to 1.08 here-in-after:-
Detailed topographical survey of area (Approx 175 Acre) as directed by GE/Engineer in charge. Topography map to show/ superimpose the existing ground features like buildings, roads, Nallahas, rivers and other similar permanent features over the different locations / areas of Unchibassi Military station for the areas as shown in the layout plan (available at the office of GE (South) Pathankot) including prepration of contour layout plan to show/superimposed contours @ 0.5 mtr. interval. Contours should be linked to nearest Survey of India permanent bench marks.
Preparation of most economical and efficient sewage network, system including hydraulic design and calculations for quantity of sewage, storm run off, automatic flushing tanks (AFT), manholes etc as required to complete the project including supply of requisite data and documents as required vide srl clause no 14 (Phase-I) (Stage-I) of appendix 'A' of consultancy aggreement..
Preparation of archtectural and structural drawings and design of pumping station including lift wells, sump wells , automatic flusing tanks (AFT), manhole etc as required to complete the work.
Hydraulic design of MBBR based STP (Sewage treatment Plant) and preparation of general arrangement drawings alongwith structural drawings and redistribution of treated sewage for gardening and arboriculture. The effluent quality of STP at outlet point should comply with the limits prescribed by Punjab State Pollution Control Board for arboriculture purpose.
Electro Mechanical design of pumping station and sewage treatment plant.
Preparation and submission of Detailed Project Report (DPR) and detailed estimates of all structures (buildings, STP, electric & mechanical parts) and sewage network including lift wells, sump wells, automatic flushing tank (AFT), manholes etc as requried to complete the project based on the SSR-2010 (Rates) / prevailing market rate /derived rate as the case may be. Notes:- (a) The design and technology proposed for STP shall comply the norms of treated effluent parameters within the limits prescribed by Punjab Pollution Control Board (PPCB) for arboriculture purpose. (b) The scheme shall be designed by the consultant and submitted for scrutiny and final approval by the headquarter Chief Engineer Pathankot Zone.(c) In any case , the effluent shall not be discharged into natural streams /Nallah/canal/natural water bodies as per PPCB norms.
Vetting of scheme from any IIT/NIT.
Notes :- (i) All components and entire scheme shall be designed as per CPHEEO (Central Public Health and Environmental Engineering Organisation) manual and/or relevant standards of latest edition as applicable and ground data shall be collected by the consultant on ground and/or from MES and/or other departments as the case may be. (ii) All misc structures like retaining walls, cross over structures, vents etc shall be planned and designed as per site requirement. (iii) All structures shall be designed for seismic Zone-IV as per IS-1893 and grade of concrete shall be not less than M-30 with exposure conditions as per IS-456. (iv) Soft copy of Hydraulic Design calculations for each sewer line and structure shall be submitted on the MS excel format alongwith Six sets of hard copies. (v) Structural design output/calculations shall be submitted in PDF fromat alongwith soft copy of input files on the STAAD fromat/MS excel sheet as applicable. (vi) Consultants are advised to visit site before quoting the rates and all the above mentioned aspects are deemed to be included in the quoted rates for the said Job. No claim what so ever shall be entertained at the belated stage on this account. The area falls under GE (South) Pathankot
Venu Consultants Pvt Ltd
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