Tender For Tiruppur Corporation_ Replacing The Damaged Sewerage Gravity Trunk Main From Railway Gate To Bridgeway Colony Railway Bridge
Tender Value
33 Lakhs
Estimated cost
Bid Submission
12 Jul 2023
0 days left
EMD
66000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tiruppur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Tiruppur Corporation_ Replacing The Damaged Sewerage Gravity Trunk Main From Railway Gate To Bridgeway Colony Railway Bridge
BOQ
| Sl. No. | Item Description |
| 1 | Supply and delivery of the 750mm dia C.I. Spun Pipes LA Class as per IS 1536/2001 Amendment No.3.July 2008 for laying sewers. |
| 2 | Labour for cutting open BT Roads for laying sewer etc., complete. |
| 3 | Earthwork excavation and depositing on bank with initial lead of 10m and lift of 2M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in all soils as directed by Departmental officers. |
| 4 | 0m - 2m depth |
| 5 | 2m - 3m depth |
| 6 | Removing hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited etc., complete complying with standard specification. |
| 7 | Shoring, and strutting with sheet piles of size width 400mm x height of 3m x thickness of 9mm as per IS2314-1986 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. Itincludes 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. |
| 8 | Barricading the trenches for one side usingcasuarina poles 8 to 10 cm dia , white PVC tape 15 mm wide with red strips printedin two rows, 75 mm dia red reflectors in every 3 m length, providing two no. of danger lights for every 150m length, includingthe cost of all materials, charges for fixing of barricading and removalof barricading after testing and filling thetrench and stacking the post for reuse etc complete as directed by the TWAD Board officers |
| 9 | Lowering of 750mm C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed |
| 10 | Jointing of 750mm C.I pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) |
| 11 | Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge. Filling in trenches to be commenced soon after the joints of pipes are tested and passed. The space around the pipes shall be cleared ofall debris. The filling of the excavated trenchshall be done with excavated earth on the sides and top of pipes in layers not exceeding 20cm in depth. Each layer shall be watered,rammed and consolidated. |
| 12 | HSC Connection – Domestic – Upto Property BoundaryEarthwork excavation in all classification of soils from manhole to the property boundary to an average length of 6m, width of 0.60m and to a depth of 1m to facilitate laying and jointing of UPVC pipe as per design requirement. The UPVC pipe shall be 110mm dia to an average length of 6m as per IS 15328/2003 specification. The work includes breaking the open drain, manhole and compound wall of the property for insertion of the pipe and rectification masonry works. Refilling the trenches with the eaxcvated earth in layers not more than 15 cm thick, well compacted and rammed. Restoration of the road with PCC 1:4:8 mix using 40mm metal – 10cm thick and with P.C.C 1:2:4 mix using 20mm metal - 10cm thick including proper compaction and curing etc complete as directed by the department officers. |
| 13 | HSC Connection – Non-Domestic – Upto Property BoundaryEarthwork excavation in all classification of soils from manhole to the property boundary to an average length of 6m, width of 0.60m and to a depth of 1m to facilitate laying and jointing of UPVC pipe as per design requirement. The UPVC pipe shall be 160mm dia to an average length of 6m as per IS 15328/2003 specification. The work includes breaking the open drain, manhole and compound wall of the property for insertion of the pipe and rectification masonry works. Refilling the trenches with the eaxcvated earth in layers not more than 15 cm thick, well compacted and rammed. Restoration of the road with PCC 1:4:8 mix using 40mm metal – 10cm thick and with P.C.C 1:2:4 mix using 20mm metal - 10cm thick including proper compaction and curing etc complete as directed by the department officers. |
| 14 | Add GST @ 18% |
AI Tender Summary
Tender Timeline
Jun 23, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 12, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 12, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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