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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance A 332 SECTOR B ROHINI DELHI | DELHI | NORTH DELHI | DELHI | 110085 | L1 | Admitted-Finance | ||
| 2 | L2₹1.9 Cr+₹4.0 L (2.11%)Admitted-Finance C 260 NIRMAN NAGAR JAIPUR 302019 | JAIPUR | JAIPUR | RAJASTHAN | 302019 | L2 | Admitted-Finance |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
2 Nov 2026, 3:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing Director - SIDCGL
2nd Flr Ishan Bldg,Opp CCP Panaji Goa
Urgent Laying of 355mm line from Hotel Raj Resort to Rawanfond Pumping Station for Osia Lifestyle Complex and ReConstruction of damaged Composite Manholes in Comba near Sulabh in Margao Town.
2026_SIDCG_32612_1
SIDCGL/Admn-7/F.No.TN-05/ 1313 /26-27 Dt 22/ 10/2026Ln01
Open Tender
Civil Works
Percentage
180 days
SIDCGl Panaji
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹3.6 L
5 Nov 2026
24 Oct 2026
3 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 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 |
|---|---|---|---|---|---|
| 1 | Supplying, 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 (6kg/cm2) normal dia in mm h. 355 MM dia | 121 | R.M. | 4,002 | ₹4,84,242 |
| 2 | Jointing 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 normal Dia in mm 355 mm Dia | 19 | R.M. | 174 | ₹3,306 |
| 3 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge i. 355 mm dia | 110 | R.M. | 13 | ₹1,430 |
| 4 | Cutting 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. | 132 | Sq.M. | 397 | ₹52,404 |
| 5 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All kinds of soil Lift 0-1.50m | 98.01 | Cu. M. | 323 | ₹31,657.23 |
| 6Earthwork in excavation over areas in saturated soil (exceeding 0.30 m depth up to a depth of 0.60 m) including disposal of excavated earth,upto a lift of 1.5 m & within a lead of 50m to be neatly dressed leveled, as directed by the Departmental Officer. excluding planking, timbering in trenches and dewatering.Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth. Extra for additional depth of 1.5 m or part thereof in saturated soil . | |||||
| 6.01 | 0.60 to 0.90m | 49.01 | Cu. M. | 806 | ₹39,498.03 |
| 6.02 | 0.90m to 1.20m | 49.01 | Cu. M. | 923 | ₹45,231.62 |
| 6.03 | 1.2m to 1.50m | 49.01 | Cu. M. | 1,040 | ₹50,965.2 |
| 6.04 | 1.50m to 1.80m | 49.01 | Cu. M. | 1,101 | ₹53,954.51 |
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