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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.2 L+₹28,329 (5.76%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | R ARUMUGAM L1 | AR CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation & depositing on bank with an initial lead of 10m & lift of 2 m for depths in soft disintegrated Rock when required, barricading with safety lamps etc all complete as per standard specification as directed by the Departmental Engineer. (Upto 4.00m) | 136 | 1 m3 | 414.14 ₹56,323.43 Lowest | 437.99 ₹59,566.89 |
| 2.01 | Dewatering using 3hp to 70hp diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.TWAD pg.no-321
Hire charges for Diesel Pump set For 3 HP | 4 | 1 Hrs | 255.37 ₹1,021.47 Lowest | 270.07 ₹1,080.29 |
| 3.01 | Construction of manholes using Sulphate resistant cement at various sepths to invert including earth work excavtion as per SS20B, laying cement concrete in C.M 1:3:6 using 40mm B.G. jelly for foundation ,sinking well kerb below G.L.for 4.5m depth and above,pumping,timbering charges for 2.5m depth and above,stock brick work in C.m. 1:3,for 23cm thick wall and over 23cm thick wall,plastering interior with C.M 1:3,20mm thick and exterior with C.M 1:3,12mm thick,laying plain cement concrete 1:3:6 using 12.0m to 20mm B.G. jelly the frame, providing C.I. steeps,manhole cover and frame etc., complete for the following sizes for eah manhole (As per the type design drawing for manholes). BUL.DATA-Pg.No-95
1.50m Depth (MDU - CORP-BUILDING DATA -P-94) | 1 | 1no | 40,942.49 ₹40,942.49 Lowest | 43,300.22 ₹43,300.22 |
| 4.01 | 2.00m Depth (MDU - CORP-BUILDING DATA -P-94) | 1 | 1no | 48,142.68 ₹48,142.68 Lowest | 50,915.04 ₹50,915.04 |
| 5.01 | 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.TWAD board officers.Pg .no-336 - Depth Upto 3.50m | 40 | m | 4,101.82 ₹1,64,072.72 Lowest | 4,338.03 ₹1,73,521.08 |
| 6.01 | Supply of NP-4 class RCC pipes with Sulphate Resistant Cement with inner lining of high alumina cement as per IS:783 with epoxy coating outside of the spigot portion and poly solution coating inside the socket portion, lowering into trenches, laying to proper grade and alignment, cutting the pipes true to axis & jointing the pipes & specials with rubber rings including cost of lubricant, testing the pipe to the required pressure complete as per specifications at different depths. - 300mm RCC NP4 Pipe - Depth upto 3.00m | 40 | 1m | 2,061.1 ₹82,444.15 Lowest | 2,179.8 ₹87,191.81 |
| 7.01 | Refilling the trenches with suitable excavated earth available along the alignment after the pipes & specials are laid, jointed & tested in layers & watering, ramming & consolidation directed by the Engineer-in-Charge. | 136 | 1m3 | 42.79 ₹5,818.86 Lowest | 45.25 ₹6,153.95 |
| 8.01 | 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 the Departmental Engineer. TWAD board officers.Pg .no-335 | 80 | 1m | 54.92 ₹4,393.4 Lowest | 58.08 ₹4,646.4 |
| 9.01 | Replacement of underground utilities (PVC Pipe) damaged during earthwork excavation for pipe laying works including cost of additional earthwork in all soil strata,including BT/CC road cutting ,removal of slushy soil and replacing the pipeline with sound pipe,including supply and delivery of PVC pipes,coupler,union,jointing materials and required specials,cutting ,threading,conveying,laying,jointing and cost of refilling for the additional earthwork etc complete and as directed by thedepartmental officers.Pg no- 340 | 3 | 1No | 622.68 ₹1,868.05 Lowest | 658.54 ₹1,975.63 |
| 10.01 | Supply of Manhole Cover SFRC 90x90 cm (Frame with Cover) MDU - CORP-BUILDING DATA -P-12-SLNo: 248 | 2 | 1No | 2,670.99 ₹5,341.98 Lowest | 2,824.8 ₹5,649.6 |
Tender Value
₹4.9 L
EMD Value
₹4,927
Closing Date
28 Jan 2025, 3:00 pmClosed
Commissioner Madurai Corporation
Aringar Anna Maligai
Construction of manhole and sewer line arrangement in Indira nagar 2nd street Roja street in ward no. 21
2025_MAWS_517413_1
E3 / EST 362/ 24-25
Open Tender
Civil Works
Lump-sum
60 days
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,927
2 Dec 2025
10 Jan 2025
28 Jan 2025
10 Jan 2025
28 Jan 2025
10 Jan 2025
Amount
Earth work excavation for foundation & depositing on bank with an initial lead of 10m & lift of 2 m for depths in soft disintegrated Rock when required, barricading with safety lamps etc all complete as per standard specification as directed by the Departmental Engineer. (Upto 4.00m)
Dewatering using 3hp to 70hp diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.TWAD pg.no-321 Hire charges for Diesel Pump set For 3 HP
Construction of manholes using Sulphate resistant cement at various sepths to invert including earth work excavtion as per SS20B, laying cement concrete in C.M 1:3:6 using 40mm B.G. jelly for foundation ,sinking well kerb below G.L.for 4.5m depth and above,pumping,timbering charges for 2.5m depth and above,stock brick work in C.m. 1:3,for 23cm thick wall and over 23cm thick wall,plastering interior with C.M 1:3,20mm thick and exterior with C.M 1:3,12mm thick,laying plain cement concrete 1:3:6 using 12.0m to 20mm B.G. jelly the frame, providing C.I. steeps,manhole cover and frame etc., complete for the following sizes for eah manhole (As per the type design drawing for manholes). BUL.DATA-Pg.No-95 1.50m Depth (MDU - CORP-BUILDING DATA -P-94)
2.00m Depth (MDU - CORP-BUILDING DATA -P-94)
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.TWAD board officers.Pg .no-336 - Depth Upto 3.50m
Supply of NP-4 class RCC pipes with Sulphate Resistant Cement with inner lining of high alumina cement as per IS:783 with epoxy coating outside of the spigot portion and poly solution coating inside the socket portion, lowering into trenches, laying to proper grade and alignment, cutting the pipes true to axis & jointing the pipes & specials with rubber rings including cost of lubricant, testing the pipe to the required pressure complete as per specifications at different depths. - 300mm RCC NP4 Pipe - Depth upto 3.00m
Refilling the trenches with suitable excavated earth available along the alignment after the pipes & specials are laid, jointed & tested in layers & watering, ramming & consolidation 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 the Departmental Engineer. TWAD board officers.Pg .no-335
Replacement of underground utilities (PVC Pipe) damaged during earthwork excavation for pipe laying works including cost of additional earthwork in all soil strata,including BT/CC road cutting ,removal of slushy soil and replacing the pipeline with sound pipe,including supply and delivery of PVC pipes,coupler,union,jointing materials and required specials,cutting ,threading,conveying,laying,jointing and cost of refilling for the additional earthwork etc complete and as directed by thedepartmental officers.Pg no- 340
Supply of Manhole Cover SFRC 90x90 cm (Frame with Cover) MDU - CORP-BUILDING DATA -P-12-SLNo: 248
Raising the existing circular manholes in heavy type including removing the existing manhoke cover with frame by dismantlimg the existing cement concrete and tar road surface alround the manhole raising the manhole with cement concrete 1:2:4 (one cement two and four aggregate ) 25cm height including centering insid the manhole raising, laying 15cm tick cement 1:2:4 with 20mm granite chips including finishing the top surface of manhole Alround etc., complete.ROAD DATA - Pg.No-26
Add GST 18%
AR CONSTRUCTIONS (BID ID -1239456)
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