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Tender Value
₹3.5 L
EMD Value
₹3,500
Closing Date
24 Sept 2026, 3:00 pmDue tomorrow
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI,ERODE
Providing UGSS Main line interlinking New Manhole at Palayapalayam shanmugavalli nagar Park road in ward no.48.
2026_MAWS_702197_1
E1-3315-2026-7-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPOATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,500
7 Sept 2026
7 Sept 2026
24 Sept 2026
7 Sept 2026
24 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting open the Existing Bitumenous Surface upto 150 mm thick Including All Labour Charges For Cutting Open The Surface And Clearing The Site Etc.,Complete., (SOR VOLUME-II , PAGE-195) | 0.4 | M3 | - | - |
| 2 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (SOR VOLUME-II , PAGE-188) | 43.8 | M3 | - | - |
| 3 | Earth work excavation and depositing on bank withinitial 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 In Medium rock and dense medium rock not requiring blasting.(SOR VOLUME-II , PAGE-188) | 44 | M3 | - | - |
| 4 | Earth work excavation for Pipe Laying work by removing dense medium rock using controlled blasting method by drilling blast holes using compressor and jack hammer including dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by TWAD Board Officers. (SOR VOLUME-II , PAGE-189) | 0.2 | M3 | - | - |
| 5 | Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by TWAD Board Officers.(SOR VOLUME-II , PAGE-189) | 18 | M3 | - | - |
| 6 | Construction of manholes of different depths as per type desing/drawiong on sewer ling and provided with tight fitting FRC manhole frames and covers of 600mm dia of approved make and provision of encapsulated PVC foot rests. The manhole shall be of brickwork (with approved Country Kiln Burnt bricks of size 8 3/4" x 4 1/4" x 2 3/4") in CM 1:5 and plastered with CM 1:3 20mm thick inside and 12mm thick outside as per type design. Benching and Channeling should be provided in the Manhole and suitable diameter pipes for house service connection (Not exceeding 6Nos for each Manhole) to be left in the manholes as directed by the Engineer in charge. The rate shall include earthwork, backfilling and de-watering wherever necessary Barricading, provision of danger lights as directed by the Engineer-in charge etc complete as per standard specification | 4 | Nos | - | - |
| 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 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (SOR VOLUME-II 24-25 P-210) | 180 | RM | - | - |
| 8 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. (DATA 2024-25 PAGE -6) | 1.5 | M3 | - | - |
| 9Supply 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. (SOR 24-25 P-49) | |||||
| 9.01 | 200mm DWC Pipe | 90 | m | - | - |
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