Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L1 | Accepted-AOC L1 Bid being lowest | |
| 2 | L2₹3.1 L+₹7,000 (2.30%)Rejected-Finance | L2 | Rejected-Finance Other than lowest |
Tender Value
Refer Docs
EMD Value
₹6,240
Closing Date
22 Nov 2023, 9:00 amClosed
GE (W) JRC
Garrison Engineer (West) Jalandhar Cantt
Topographical survey and design of sewage line under GE (W) JRC
2023_MES_621067_2
3042/11/E3
Open Tender
Job Works
Works
60 days
Jalandhar Cantt
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
G E (West) Jalandhar Cantt
₹6,240
13 Dec 2023
6 Nov 2023
23 Nov 2023
6 Nov 2023
22 Nov 2023
6 Nov 2023
Job Work
1. Topographical survey and design for addition/alteration of sewage lines as mentioned below in Part-I and Part-II and submession of 3 x sets of drawing sheet and soft copy of drawing and connected datas (such as level,countor, layout plan, invert level dia of sewer line and manholes etc) along with calculation details and 03 x sets of detailed report (DPR). Part-I : (for existing sewer network) Route and allingnment survey using DGPS & Total station to capture the major features of study area- (i) General topography and contour survey of existing sewer network. Contour sewer should be at 0-5m interval. (ii) Spot level & invert levels of major junction manholes/septic tank along with existing sewer line network and size & any other nearby structure. (iii) Identification of problematic junctions and suggestion for solutions. (iv) Location of STP’s counter survey of the area. (v) Calculation of quantity of sewage generating based on strength provided by department. Part-II ; (For design of new network) (i) Pointing and Identification of pipelines diameter. Minimum dia of pipe for new sewer layout must be 150mm. The depth of sewer line at any point should not exceed 3.50mtr preferably. (ii) Hydraulic flow marking of the sewer. (iii) Hydraulic design along with detailed calculation sheet. (iv) Pipe placement marking and interventions along with type to be used. Note:- (a) Reports to be vetted by NIT Jalandhar. (b) Design and construction methodology of brick/RCC manholes, pumping station etc should be as per chapter 3 & 4 of CPHEEO Manual. (c) Min slope of sewer must comply with table 3.13 of CPHEEO manual & design should be based on non-setting, non-scouring velocity.
Geoscience Engineering Services
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .