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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.3 CrAdmitted-Finance A 3 332 SECTOR 08 ROHINI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | +4.98% | ₹9.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.7 Cr+₹44.4 L (4.78%)Admitted-Finance A 3 338 SECTOR 8 ROHINI DELHI 110085 | NORTH WEST | DELHI | 110085 | +10.00% | ₹9.7 Cr+₹44.4 L (4.78%) | L2 | Admitted-Finance |
Tender Value
₹8.9 Cr
EMD Value
₹17.7 L
Closing Date
4 May 2026, 3:00 pmClosed
Managing Director - SIDCGL
2nd Flr Ishan Bldg,Opp CCP Panaji Goa
Providing, Laying, Comm. of sewer line by HDD method Const of gravity sewer lines, const of manholes and Reinst of rds , Mormugao Trunk Main from EL Monte to PS No. 5 in Mormugao Constituency
2026_SIDCG_28860_1
SIDCL/Admn-7/F.No.TN-01/ 101 /26-27 Dt 16/ 04/2026Ln05
Open Tender
Civil Works
Percentage
365 days
SIDCGl Panaji
Please refer Tender documents.
6 documents required · 6 mandatory
₹25,000
₹17.7 L
11 Jun 2026
23 Apr 2026
6 May 2026
23 Apr 2026
4 May 2026
23 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 |
|---|---|---|---|---|---|
| 1Supplying, of HDPE pipes at store or site of work including loading & unloading stacking, transit insurance etc. Complete bearing ISI mark conforming to IS: 14333 - 1996 and made from PE 100 resin Class IV (6 kg/cm2) | |||||
| 1.01 | a) 800 mm OD | - | R.M. | - | - |
| 2Jointing of HDPE pipes by heating the two ends of the pipe with electrically heated mirror, to the required temperature, including the hire charges of heating mirror and the generator set for the electricity for the heating mirror etc complete as per the direction of the engineer in- charge | |||||
| 2.01 | a) 800 mm OD | - | R.M. | - | - |
| 3Conducting Sl.JE Survey in a corridor of 4-6 meter width to detect buried utilities like pipes, cables etc. in such corridor. Marking of the detected uti lities on the map of corridor with information of locations and depths to the top of various utilities detected. Onsite detection to be conducted using minimum tools of Electronic Pipe Locator (EPL) and Ground Penetrating Radar (GPR). GPR work to be conducted using 500MHz and 300MHz antenna for best possible resolution and penetration. The specifications are SUE survey should be in accordance with 'Code of Practice for Subsurface Utility Engineering Suiting Indian Conditions - Guidelines & Specifications for Detection , Verification & Depiction of Existing Subsurface Utility Data'. | |||||
| 4Conducting Sesmic Refraction Survey to determine stratigraphy along proposed route i.e. soil wethered rock, rock interfaces. Detection of faults ,fractures ,shears zones etc.,in the investigated area.Geophone spacing 5m, test to be conducted using 24 channel signal enhancement type seismograph | |||||
| 4.01 | 5m Geophone Spacing & for projects having minimum length of 115m | - | R.M. | - | - |
| 5Conducting Electrical Tomography tp determine shallow stratigraphy along the route, presence of voids, saturation zones , water table & other geogical features having contrast in resistivity with the surrounding soils. Electrode spacing 5 meters , minimum electrode spread of 60 electodes.5m. Electrode spacing & for projects having a minimum length of 300m | |||||
| 6Cutting 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. | |||||
| 7Excavation of non-structural pits for pipe /jacking / ramming purpose in soil inclosive of all shuttering ,strutting and shoring and maintaining the shaft during construction operation and backfilling the same after the completion of work. | |||||
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