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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.9 LAccepted-Finance | 1 | Accepted-Finance Bidder quoted less than estimate value | |
| 2 | 2₹10.0 L+₹8,363 (0.84%)Rejected-Finance 422 PALLADAM ROAD TIRUPPUR 641 604 | TIRUPPUR | TAMIL NADU | 641604 | 2 | Rejected-Finance Bidder quoted more than estimate value |
| Sl No | Description | Qty | Unit | Raja Constructions L2 | SENTHIL CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Labour for cutting open road for laying water mains or sewer. B.T. Roads (or) Maccadam road (WD-W0739) | 13 | M³ | 930 ₹12,090 | 900 ₹11,700 Lowest |
| 2.00 | 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 the following type of soils as directed by Departmental officers. Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B | 305 | M³ | 220 ₹67,100 | 215 ₹65,575 Lowest |
| 3.00 | Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge. | 305 | M³ | 45 ₹13,725 | 44 ₹13,420 Lowest |
| 4.00 | 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.(WD-W0936 pg-209) | 210 | RM | 60 ₹12,600 | 58 ₹12,180 Lowest |
| 5.00Supply and Delivery of Pipes | |||||
| 5.01 | 200mm SN8-SDR 34 (S 16.5) DIA UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC- U) PIPES FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003 | 210 | RM | 690 ₹1,44,900 | 685 ₹1,43,850 Lowest |
| 6.00Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. | |||||
| 6.01 | 200 mm dia PVC PIPE | 210 | RM | 42 ₹8,820 | 40 ₹8,400 Lowest |
| 7.00(II) MANHOLES | |||||
| 7.01Construction of RCC Manholes (RCC 1:1½:3) of different depths as per the type design / drawing on sewer line and provided with tight fitting manhole frames and covers of 600mm dia of approved make and with provision of encapsulated PVC foot rests. Benching, channeling should be provided in the manhole and suitable diameter of pipes for House service connection (Not exceeding 6 Nos. 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 for danger lights etc., complete. | |||||
Tender Value
₹10.3 L
EMD Value
₹20,600
Closing Date
16 Jun 2025, 3:00 pmClosed
Commissioner,Tcmc
Tiruppur City Municipal Corporation Office,Municipal Office Rd, Noyyal, Tiruppur, Tamil Nadu 641604
Providing Underground Sewerage System for Convention Center at Town Hall in Ward no 36
2025_MAWS_567007_3
19/2024-25/S/Z4/EE.TCMC.,
Open Tender
Civil Works
Works
90 days
Tiruppur City Municipal Corporation Office
Please refer tender documents
2 documents required · 2 mandatory
₹0
₹20,600
27 Sept 2025
11 Jun 2025
16 Jun 2025
11 Jun 2025
16 Jun 2025
11 Jun 2025
Amount
Labour for cutting open road for laying water mains or sewer. B.T. Roads (or) Maccadam road (WD-W0739)
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 the following type of soils as directed by Departmental officers. Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge.
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.(WD-W0936 pg-209)
Supply and Delivery of Pipes
200mm SN8-SDR 34 (S 16.5) DIA UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC- U) PIPES FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
200 mm dia PVC PIPE
(II) MANHOLES
Construction of RCC Manholes (RCC 1:1½:3) of different depths as per the type design / drawing on sewer line and provided with tight fitting manhole frames and covers of 600mm dia of approved make and with provision of encapsulated PVC foot rests. Benching, channeling should be provided in the manhole and suitable diameter of pipes for House service connection (Not exceeding 6 Nos. 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 for danger lights etc., complete.
1.00m Depth to 1.50m Depth
Construction of Brick Manholes of different depths as per the type design / drawing on sewer line and provided with tight fitting manhole covers of 600mm dia of approved make and provision of encapsulated PVC foot rests. The manhole shall be of brickwork (with approved Second Class Ground Moulded Chamber Burnt Bricks 9"x4½"x3") in CM 1:5 (one cement five M-sand) and plastered with CM 1:3 (one cement three P-sand), 20mm thick inside and 12mm thick outside as per type design. Benching, channeling should be provided in the manhole and suitable diameter of pipes for House service connection (Not exceeding 6 Nos. 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 for danger lights etc., complete.
1.00m Depth to 1.50m Depth
Earthwork excavating for Sectioning and Levelling and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, Silt or other Loose Soil, Wet Sand or Silt not under water, Light Black Cotton Soil, Sandy Loam and Ordinary Soil including excavated earth etc., complete complying with standard specification (SS20B).
Plain Cement concrete in 1:5:10 [one cement, five M-sand and ten course aggregate] using 40mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification.
Plain Cement concrete 1:2:4 [one cement, two M-sand and four course aggregates] using 20mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification.
Add G.S.T. @ 18%
Raja Constructions (BID ID -1368434)
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