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Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
8 Oct 2026, 3:00 pmDue today
Managing Director - SIDCGL
2nd Flr Ishan Bldg,Opp CCP Panaji Goa
Upgradation of the Sewerage Network at Colvale Jail by Laying New HDPE Sewer Lines, Construction of Manholes, Restoration of Roads, including Operation and Maintenance for a Period of Two 2 Years.
2026_SIDCG_32099_1
SIDCGL/Admn-7/F.No.TN-04/ 1173 /26-27 Dt 29/ 09/2026Ln01
Open Tender
Civil Works
Percentage
1000 days
SIDCGl Panaji
Please refer Tender documents.
7 documents required · 7 mandatory
₹15,000
₹5.2 L
30 Sept 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
8 Oct 2026
30 Sept 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 workincluding loading & unloading stacking, transitinsurance etc. Complete bearing ISI markconforming to IS: 14333 - 1996 and made from PE100 resin Class IV (6kg/cm2). 250 mm Dia HDPE | 662 | RM | 1,983 | ₹13,12,746 |
| 2 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. 250 mm Dia HDPE | 630 | RM | 189 | ₹1,19,070 |
| 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. 250 mm Dia HDPE | 630 | RM | 10 | ₹6,300 |
| 4 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50m lead. | 189 | Cum | 1,122 | ₹2,12,058 |
| 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 levelled and neatly dressed including providing barricading, danger lighting guarding as directed in : b)All types of Ordinary rock including all types of laterite rock, blasting prohibited | 945 | Cum | 639 | ₹6,03,855 |
| 6 | Extra for additional depth of 1.5 m or part thereof in Lifts Upto 3.0 M. a) 1.50 m to 2.0 m | 315 | Cum | 689 | ₹2,17,035 |
| 7 | Plugging 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. | 2 | Per Manhole | 14,002 | ₹28,004 |
| 8Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed with | |||||
| 8.01 | i) 1200mm dia x upto 2000mm depth | 22 | Each | 1,72,421 | ₹37,93,262 |
| 9Providing 2mm thick M.S clamp welded with ISA 50x50x6mm at ends including appliation of bonding solution such as SR solvent of fevicol or Dr fixit or any other equivalent product including fixing with necessary nut, bolt and applying a coat of red oxide etc. Complete as per directed by Engineer -in-charge. | |||||
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BOQ_32488.xls
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