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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.8 CrAdmitted-Finance A 3 338 SECTOR 8 ROHINI DELHI 110085 | NORTH WEST | DELHI | 110085 | +4.99% | ₹10.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.3 Cr+₹52.4 L (4.87%)Admitted-Finance A 3 332 SECTOR 08 ROHINI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | +10.10% | ₹11.3 Cr+₹52.4 L (4.87%) | 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 NME pipe sewers by trenchless technology using inline replace. of existing sewers of Vasco Sewerage System with HDPE pipe by pipe bursting method at Bogda, Desetrro, Sada, Jetty its surr. and Other left out areas in Mormugao.
2026_SIDCG_28897_1
SIDCL/Admn-7/F.No.TN-02/ 102 /26-27 Dt 16/ 04/2026Ln04
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. | |||||
| 2Loosen desilt and througly clean and remove debris and objects such as boulders, bricks etc, bacteriological slimes, roots, encrustations, grease, carbonated deposits,etc from the sewer lines including disposal of silt /debris/malba/ objects etc including solidification of silt / malba/ debris for disposal to the dumping sites as per the direction of the Engineer-in-charge, | |||||
| 2.01 | 150 mm to 200 mm Dia Sewer line | - | mtr | - | - |
| 2.02 | 225 mm to 300 mm Dia Sewer line | - | mtr | - | - |
| 3Confined 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 | |||||
| 4Temporary 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. | |||||
| 4.01 | For manhole of pipes upto 300mm dia | - | Each | - | - |
| 5Replacement of pipelines through static Pipe Bursting process including making of bursting tool entry pits, all related civil works for site preparation, like excavation, shoring/strutting,maintaining the pits,traffic management etc.,flow stopppage by the appropriate stanking methods, bypass pumping,installing the replacement pipe,restoring the pits/manholes after replacement pipe installation etc., restoration of site after completion and service reconnection as per the instructions of the Engineer-in-charge. As per Record Dia in mm | |||||
| 5.01 | a)From 150-200mm | - | Mtr | - | - |
| 5.02 | b)From 200-250mm | - | Mtr | - | - |
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