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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹185.1 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹195.0 Cr+₹9.9 Cr (5.34%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N.P PATEL & CO L1 | KEVADIYA CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer. 0 to 1m depth | 1,73,420.8 | M³ | 600 ₹10,40,52,480 Lowest | 650 ₹11,27,23,520 |
| 2.00 | 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, icensed 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 Engineer in charge. 1 to 2m depth | 33,779 | M³ | 2,000 ₹6,75,58,000 Lowest | 2,100 ₹7,09,35,900 |
| 2.01 | 2 to 3m depth | 6,091.2 | M³ | 2,500 ₹1,52,28,000 Lowest | 2,600 ₹1,58,37,120 |
| 2.02 | 3 to 4m depth | 117.4 | M³ | 3,000 ₹3,52,200 Lowest | 3,150 ₹3,69,810 |
| 3.00 | Providing shoring and strutting with sheet piles/wooden piles & planks, with necessary support for excavation beyond the depth of 2m, including the cost of sheet pilesShoring, 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, wooden piles, plank & other materials, removing shoring and strutting after the pipes are laid etc. complete as directed by the Engineer in charge.0 to 2.0m depth | 49,382 | RM | 50 ₹24,69,100 Lowest | 70 ₹34,56,740 |
| 4.00 | Lowering of DWC / HDPE Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths.Up to 2m 200 mm DWC Pipe | 1,64,567 | RM | 100 ₹1,64,56,700 Lowest | 100 ₹1,64,56,700 Lowest |
| 4.01 | 2m to 4m 200 mm DWC Pipe | 40,966 | RM | 100 ₹40,96,600 Lowest | 110 ₹45,06,260 |
| 4.02 | above 4m 200 mm DWC Pipe | 123 | RM | 100 ₹12,300 Lowest | 115 ₹14,145 |
| 4.03 | Up to 2m 250 mm DWC Pipe | 1,901 | RM | 200 ₹3,80,200 | 125 ₹2,37,625 Lowest |
| 4.04 | 2m to 4m 250 mm DWC Pipe | 994 | RM | 200 ₹1,98,800 | 125 ₹1,24,250 Lowest |
Tender Value
₹172.5 Cr
EMD Value
₹1.7 Cr
Closing Date
24 Jan 2024, 3:00 pmClosed
THE COMMISSIONER
MUNICIPLE OFFICE, NAMAKKAL
NAMAKKAL MUNICIPALITY-Comprehensive Under Ground Sewerage Scheme to the leftout areas and added areas-Phase 1 Collection System and Operation and Maintanance for 5 Years
2023_MAWS_379653_1
8502/2018/E1
Open Tender
Civil Works
Works
1095 days
NAMAKKAL MUNICIPALITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.7 Cr
Yes
NAMAKKAL MUNICIPALITY
30 Jan 2024
17 Oct 2023
24 Jan 2024
17 Oct 2023
24 Jan 2024
27 Oct 2023
27 Oct 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by Departmental engineer. 0 to 1m depth | 1,73,420.8 | M³ | - | - |
| 2 | 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, icensed 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 Engineer in charge. 1 to 2m depth | 33,779 | M³ | - | - |
| 2.01 | 2 to 3m depth | 6,091.2 | M³ | - | - |
| 2.02 | 3 to 4m depth | 117.4 | M³ | - | - |
| 3 | Providing shoring and strutting with sheet piles/wooden piles & planks, with necessary support for excavation beyond the depth of 2m, including the cost of sheet pilesShoring, 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, wooden piles, plank & other materials, removing shoring and strutting after the pipes are laid etc. complete as directed by the Engineer in charge.0 to 2.0m depth | 49,382 | RM | - | - |
| 4 | Lowering of DWC / HDPE Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths.Up to 2m 200 mm DWC Pipe | 1,64,567 | RM | - | - |
| 4.01 | 2m to 4m 200 mm DWC Pipe | 40,966 | RM | - | - |
| 4.02 | above 4m 200 mm DWC Pipe | 123 | RM | - | - |
| 4.03 | Up to 2m 250 mm DWC Pipe | 1,901 | RM | - | - |
| 4.04 | 2m to 4m 250 mm DWC Pipe | 994 | RM | - | - |
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