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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹6.5 L
EMD Value
₹6,500
Closing Date
30 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
THE COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION AVADI
Replacement of damaged UGD Pipeline in Thirumullaivayil Salai (Ration Shop Road) in Ward 6, Zone 2
2026_MAWS_715735_1
Roc No 6437/2026/E2/1-1
Open Tender
Civil Works
Fixed-rate
60 days
Ward 6
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,500
17 Oct 2026
17 Oct 2026
30 Oct 2026
17 Oct 2026
30 Oct 2026
17 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour for cutting open road for laying water mains or sewer. ( SOR Vol-2 P.No.222,WD-W0739) | 4.48 | M3 | - | - |
| 2 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers (WD-W0655) | 145.6 | M3 | - | - |
| 3 | Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B. WD-M0935 | 36 | Rm | - | - |
| 4 | Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 5.76 | M3 | - | - |
| 5 | Lowering PVC pipes into the trenches and laying to proper grade and alignment and Jointing of DWC pipes with elastomeric rubber O rings including cost of lubricants (including cost of jointing materials), etc. complete as directed by the Engineer in Charge - For depth upto 2m (SOR-VOl.2,Pg.No.198,WD-W0427) | 70 | Rm | - | - |
| 6 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths - 0 to 3m (SOR - VOl 2,Pg.No.240,WD-W0938) | 70 | Rm | - | - |
| 7 | Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 5mm dia reflectors including earth work excavation for fixing vertical posts and finallyremoving and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers..(SOR-Vol 2,Pg.No.239,WD-W0936) | 70 | Rm | - | - |
| 8 | Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost ofDiesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.(SOR-Vol 2,Pg.NO.235,WD-W0908) | 48 | Hrs | - | - |
| 9 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.(SOR-Vol 1,Pg.NO.37,W-0075) | 168 | M3 | - | - |
| 10 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 97.07 | M3 | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 0.99 MB
scopeofwork1.pdf
Additional Documents • 1.24 MB
BOQ_859748.xls
BOQ • 0.24 MB
ASD.pdf
Additional Documents • 0.01 MB
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