Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹284.5 CrAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹293.4 Cr+₹8.9 Cr (3.12%)Rejected-Finance NTPC LIMITED EPROCUREMENT PORTAL | L2 | Rejected-Finance Quoted higher rates | |
| 3 | L3₹324.6 Cr+₹40.1 Cr (14.1%)Rejected-Finance A 5 PANNAMGADU INDUSTRIAL ESTATE RAMAPURAM POST SULURPET TALUK NELLORE DISTRICT NELLORE ANDHRA PRADESH 524401 | TIRUPATI | ANDHRA PRADESH | 524401 | L3 | Rejected-Finance Quoted higher rates | |
| 4 | L4₹324.8 Cr+₹40.3 Cr (14.2%)Rejected-Finance | L4 | Rejected-Finance Quoted higher rates | |
| 5 | L5₹341.0 Cr+₹56.5 Cr (19.8%)Rejected-Finance 0 NARA MEERUT ROAD MUZAFFARNAGAR UTTAR PRADESH 251001 | MUZAFFARNAGAR | UTTAR PRADESH | 251001 | L5 | Rejected-Finance Quoted higher rates |
Tender Value
Refer Docs
EMD Value
₹3 Cr
Closing Date
15 Jul 2021, 3:00 pmClosed
DIRECTOR(PROJECTS)
Director(Projects), Administrative Building, CMRL Depot, Poonamallee High Road, Koyambedu, Chennai 600 107
INCLUDING CIVIL, MEP, ROOFING, SIGNAGE, ARCHITECTURAL FINISHES, STP, EXTERNAL DRAINAGE, INTERNAL ROADS, BOUNDARY WALL AND ALL ASSOCIATED WORKS
2021_CMRL_621286_1
CMRL/CP16-MMC-DPT/2021
Global Tenders
Civil Works
Works
1030 days
CHENNAI
Please refer Tender documents.
10 documents required · 10 mandatory
₹40,000
CHENNAI METRO RAIL LIMITED
₹3 Cr
CHENNAI
6 Dec 2021
10 Mar 2021
16 Jul 2021
10 Mar 2021
15 Jul 2021
8 Jul 2021
10 Mar 2021 - 15 Apr 2021
9 Apr 2021
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Price Centre-B_Structure | - | - | - | - |
| 2 | General | - | - | - | - |
| 3 | Conducting GPS survey, fixing the alignment, marking locations, vertical and horizontal clearances, establishing bench marks, reference lines and control points and other details in consultation with the Employer’s Representative including corrections if any. | 1 | LS | - | - |
| 4 | a) Establishing GPS stations at an interval not more than 140m with one pair at the interval of not more than 150 m. The GPS station shall be located on permanent structure or providing and fixing concrete pillar 600 mm × 600 mm × 1000 mm or on building roof free from any displacement disturbance. Stainless Steel (SS) Plate 100 mm × 100 mm × 4 mm with center punch shall be fixed on the top of the station. GPS instrument accuracy shall be minimum horizontal 5 mm + 0.5 ppm and vertical 10 mm + 0.5 ppm in static observation. | - | - | - | - |
| 5 | The base line measurement shall be based on minimum 4 hrs. static observations and other observations shall be with minimum 2 hrs. Static observations. | - | - | - | - |
| 6 | b) Closed traversing shall be carried out storing in total station Angle and Distance from GPS to GPS with an accuracy of 1: 50000 by observing minimum 3 sets of face right and 3 set of face left. Stations shall be established at an interval not more than 200 m. Closing error shall be distributed with least square method in commercial software compatible to the instrument used for traversing. | - | - | - | - |
| 7 | Traverse pillar shall be established on permanent structure or providing and fixing concrete pillar 400mm x 400mm x 600mm along the alignment. Total station raw data, calculations shall be submitted to the Engineer along with before and after adjustment co-ordinates in tabular form | - | - | - | - |
| 8 | c) Detailed Topographical survey shall be carried out with adjusted traverse co-ordinates. All surface features, ground levels, all underground and over-ground utilities shall be taken. Total Station raw data and calculations shall be submitted to Engineer for No Objection. Drawings, raw data and calculations shall be submitted in soft and hard copy. | - | - | - | - |
| 9 | d) A closed circuit leveling shall be run along the entire route. The accuracy of the leveling will be 12√k, where the k is length of the leveling loop . Digital leveling instrument shall be used to establish bench mark. Raw data from digital level shall be submitted along with adjusted and unadjusted levels in tabular form. | - | - | - | - |
| 10 | e) Establish all control points, traverse, bench mark and TBM. Fixing and Validating Centre line of corridor, GAD and pier locations duly considering feasibility of the pier locations on account of physical site constraints, utilities (by physical verification) and on the basis of Geotechnical Investigation Reports, vertical & horizontal clearances and establishing traverse points and bench mark for the elevated section including modifications, if any, as per drawings. | - | - | - | - |
stage.html
html • 0.05 MB
tech_eval.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 • 0.05 MB
BOQ_653260.xls
BOQ Document • 3.49 MB
74497182.pdf
Tender Document • 0.10 MB
PART1BIDDINGPROCEDURES.pdf
Tender Document • 12.16 MB
PART2EMPLOYERSREQUIREMENTS.pdf
Tender Document • 0.08 MB
PART3CONDITIONSOFCONTRACT.pdf
Tender Document • 3.93 MB
PART4REFERENCEDOCUMENTS.pdf
Tender Document • 0.08 MB
74497184.html
Tender Document • 0.05 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 .