Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.8 CrAdmitted-Finance 185 A POCKET B MAYUR VIHAR II DELHI 110091 | EAST | DELHI | 110091 | +4.90% | ₹10.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.9 Cr+₹10.8 L (1.00%)Admitted-Finance | +5.95% | ₹10.9 Cr+₹10.8 L (1.00%) | L2 | Admitted-Finance |
Tender Value
₹10.3 Cr
EMD Value
₹20.3 L
Closing Date
4 May 2026, 3:00 pmClosed
Managing Director - SIDCGL
2nd Flr Ishan Bldg,Opp CCP Panaji Goa
Rehabilitation of Sewer Network, manholes and other ancillary units in Baina, other left out and its surrounding areas in Mormugao Taluka.
2026_SIDCG_28901_1
SIDCL/Admn-7/F.No.TN-02/ 102 /26-27 Dt 16/ 04/2026Ln05
Open Tender
Civil Works
Percentage
365 days
SIDCGl Panaji
Please refer Tender documents.
7 documents required · 7 mandatory
₹40,000
₹20.3 L
11 Jun 2026
24 Apr 2026
6 May 2026
24 Apr 2026
4 May 2026
24 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Topographical survey to determine non man entry sewer alignment including GL,IL connection sewer/laterals levels MH positions, tracing of buries manholes along alignment proxim,ity of structures, measurements of exact length between manholes & submission of detailed report and drawings is approved format in three sets of hard copy and one set of soft copy. | |||||
| 2Desilting the sewer lines through jetting and suction machines including cleaning, barricading, and reconstruction of Manholes for section isolation by plugging and flow stoppage, setting up the over-pumping arrangements, traffic management jetting and dislodging. of accumulated silt from the pipelines, removal of silt through suction hose, disposal of removed silt upto a distance of 20 Km, necessary temporary repairs of sewers to stop locational collapses, ingress of ground water in the desilted section of the pipelines all complete as per the instructions of the Engineer-in-charge. In line with the specifications prescribed in lndSTT:201-2018: Code of Practice for Cured in Place Pipe Technique Suiting Indian Conditions:Appendix B | |||||
| 2.01 | 150-200mm | - | mtr | - | - |
| 2.02 | 225-300mm | - | mtr | - | - |
| 2.03 | 350-400mm | - | mtr | - | - |
| 2.04 | 550-600mm | - | mtr | - | - |
| 3Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench surface by utilising the serviciable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. | |||||
| 4Confined Excavation of Shafts for pipe jacking/ramming purpose in soil inclusive of H Beam Strutting with MS Plate/Cubicalwooden laggings and maintaining the shaft during construction operation and backfilling the same after the eompletion of work For Shafts upto 7.5m x5m and upto depth of 5m in all type of soil mixed with soft rock | |||||
| 5Plugging of manhole both from upstream and pumping of Sewage from upstream or downstream sides while carrying out rectification of the Sewerlines /removing chokeup with sand bags and removing the same plugging after completion of the said work and making way for the smooth flow of sewage as directed by Engineer-in-charge. | |||||
| 6Temporary by passing of Sewer - Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow , including ,but not limited to ,pumps pipes, connections, couplings ,electrical accessories ,support,traffic diversions arrangements etc including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational as per the instructions of Engineer-in-Chief. As per Record Dia in mm | |||||
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 4.37 MB
Tendernotice_2.pdf
PDF • 0.30 MB
Tendernotice_3.pdf
PDF • 4.19 MB
Tendernotice_4.pdf
PDF • 0.66 MB
Tendernotice_5.pdf
PDF • 0.25 MB
Tendernotice_6.pdf
PDF • 0.40 MB
BOQ_29339.xls
BOQ • 0.32 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 .