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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Fee/PreQual/Technical/Finance | -16.99% | ₹12.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.2 L+₹82,976.88 (6.73%)Admitted-Fee/PreQual/Technical/Finance | -11.40% | ₹13.2 L+₹82,976.88 (6.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.2 L+₹1.9 L (15.0%)Admitted-Fee/PreQual/Technical/Finance NA | NA | NA | 121004 | -4.51% | ₹14.2 L+₹1.9 L (15.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹14.8 L
EMD Value
₹15,000
Closing Date
9 Jul 2026, 3:00 pmClosed
The Zonal officier
No 1 Lake Area 4th cross street Nungambakkam Chennai 600034
Desilting and Minor Repairing of various location Storm Water Drain in Div 117,122,Unit 26, Zone IX
2026_CoC_683663_1
Z.O.IX.C.No.E1/3817/3/2026
Open Tender
Civil Works
Works
90 days
Zone-09
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹15,000
16 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
9 Jul 2026
3 Jul 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 | Desilting of Storm Water Drain | 3,356.72 | CUM | 162.71 | ₹5,46,171.91 |
| 2 | Construction of cast -in- situ Silt Catch Pit of inner size 450 X 450 X 450 mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 150mm thick and cutting the existing storm water drain of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe on the storm water drain mouth with RCC cast in situ wall of size 120mm in RCC 1:1.5:3 with steel of 9.25 kg including fixing Ductile Iron grating hinged with frame clear opening 450 x 450mm -25 MT completing the finishing work etc | 5 | EACH | 13,947.3 | ₹69,736.5 |
| 3 | Supplying and fixing of FRP manhole door with cover 900mm dia (cirucular) Heavy Duty (20 - MT) load capacity of approved brand confirming to BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish confirming to test performed as per IS – 15658:2006. It shall also confirm “Permanent Set” criterion as per BSEN-124. Product should be tested in NABL accredited test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in SS 304 socket type with key hole. | 8 | EACH | 12,745.4 | ₹1,01,963.2 |
| 4 | Supplying, fabricating and placing in position Rib...t and binding wire) Above plinth / Basement level | 960 | KGS | 96.53 | ₹92,668.8 |
| 5 | Providing and laying in position, standardised con...the Department for the excess usage of materials). | 10 | CUM | 8,015.86 | ₹80,158.6 |
| 6 | WORKING PRESSURE: 6 kg. per cm2 PVC Pipes 110mm dia | 12 | R/M | 304.9 | ₹3,658.8 |
| 7 | Supplying and erecting steel centering including n...l be given after the concrete is laid). FOUNDATION | 112 | SQM | 756.34 | ₹84,710.08 |
| 8 | Brick work in following Cement Mortar using best q...Executive Engineer in charge. In Cement Morter | 13 | CUM | 7,935.89 | ₹1,03,166.57 |
| 9 | Dismantling RCC by manual / by using deploying machineries | 9 | CUM | 4,610.31 | ₹41,492.79 |
| 10 | Supplying and fixing of 24" FRC manhole cover with...ll be painted with anti corrosive bitumastic paint | 35 | EACH | 4,434.3 | ₹1,55,200.5 |
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