Tender For Providing Collection System At Padmavathy Srinivasan Nagar In Depot - 79, Area Vii
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Aug 2026
11 days left
EMD
1.12 Lakhs
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
Chennai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Collection System At Padmavathy Srinivasan Nagar In Depot - 79, Area Vii
BOQ
| Sl. No. | Item Description |
| 1 | Cutting asphalitc concrete road |
| 2 | Non bus route |
| 3 | Supply and Delivery of 250 mm dia 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 interna lsurface (Double wall) (SN8 Class) for non pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B |
| 4 | Laying DWC pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 m and initial lift of 2m carting the pipes from any of the Board’s Stores to the site of work lowering into the trenches, aligning, watering and ramming to consolidation, etc., complete for the pipes of following diametres. (Timbering included for Depths 2.50m,3.00m,3.50m,4.00m & 4.50m) |
| 5 | 250 mm dia at 1.5m depth |
| 6 | 250 mm dia at 2.0m depth |
| 7 | 250 mm dia at 2.5m depth |
| 8 | 250 mm dia at 3.0m depth |
| 9 | 250 mm dia at 3.5m depth |
| 10 | 250 mm dia at 4.0m depth |
| 11 | 250 mm dia at 4.5m depth |
| 12 | Construction of Machineholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS20B, laying cement concrete in C.M.1:3:6 using Crushed stones and (Msand) and 40mm B.G.jelly for foundation,sinking well kerb below G.L. for 4.5m depth and above, |
| 13 | at 1.50 m depth |
| 14 | at 2.00 m depth |
| 15 | at 2.50 m depth |
| 16 | at 3.0 m depth |
| 17 | at 3.5 m depth |
| 18 | at 4.0 m depth |
| 19 | at 4.5 m depth |
| 20 | Supply & Filling Stone dust (Centre zone) surrounding the pipe |
| 21 | Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 160mm dia UPVC pipe to a length of 6m for each column including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete. |
| 22 | Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing \\"METRO WATER\\" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites. |
| 23 | Disposal of surplus Earth |
| 24 | As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB. Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N). The final base map with assets and utilities shall be furnished in (.shp) format. The geo referenced assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB / PGDB) with the attributes. One set Hard and Soft Copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 Print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final Hard Copy in A0 print |
| 25 | For the Underground / Surface Assets along theroads for the distance ranging from:<2 km |
| 26 | Fixing and removal of dummies at downstream machine hole |
| 27 | Hire charges for diesel pumpset for 5 HP with fuel and crew charges including transportation ( For Pipe Laying ) |
| 28 | Cutting of DWC pipes |
| 29 | Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site. |
| 30 | 250 mm dia DWC Pipe |
| 31 | Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete |
| 32 | 110mm dia upto a depth of 1.0m |
| 33 | 160mm dia upto a depth of 1.5m |
| 34 | Sub Total (excluding GST) |
| 35 | GST @18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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