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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 CrAdmitted-Finance NOT SPECIFIED | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MARYMATHA INFRASTRUCTURE PVT LTD L1 |
|---|---|---|---|---|
| 1.00Appendix - A Construction of Regulator | ||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,240 | sqm | 20.8 ₹46,592 Lowest |
| 1.00 | OD28349/2023-2024:Putting up ring bund of bottom width 8.00m, top width 5.00m. with earth filled cement bags having a core gap of 1.80m. and filling with puddle clay to a height of 4.00m.including driving down Z/U type MS sheet piles of 6.20m height driving down vertical to lines and levels interlocking with adjacent piles using suitable pile driving unit and all its accessories for an average depth of 6.20m for arresting seepage water. for ensuring sufficient anchorage and horizontally braced with m.s flats and angles wherever necessary including dismantling the bund, driven out sheet pile after completion of the work etc. complete as directed by the deptl. officers at site | 170 | metre | 31,200 ₹53,04,000 Lowest |
| 1.00 | OD28840/2023-2024:Forming earthern island of average depth 2m , top size 10mx10m and bottom size of 12mx12m for carrying out piling work by filling excavated earth lead upto 50m and lift upto 1.5m, filled earth to be levelled properly for all kinds of soil and maintaining the island till the completion of work and dismantling the same after use as per the direction of departmental officers etc complete | 160 | metre | 18,720 ₹29,95,200 Lowest |
| 1.00 | OD18258/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 3,200 | hour | 208 ₹6,65,600 Lowest |
| 1.00 | 60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 6,000 | hour | 260 ₹15,60,000 Lowest |
| 1.01 | OD19602/2023-2024:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.
1000 mm dia piles | 1,705.6 | metre | 20,800 ₹3,54,76,480 Lowest |
| 1.01 | OD28370/2023-2024:Providing steel liner for piling works including fabricating setting out and erecting complete as per drawing and design as per direction of Engineer in Charge | 97.02 | tonne | 98,800 ₹95,85,477.2 Lowest |
| 1.01 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test | 2 | per test | 4,16,000 ₹8,32,000 Lowest |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 8,150.73 | cum | 312 ₹25,43,026.51 Lowest |
Tender Value
₹16.5 Cr
EMD Value
₹5 L
Closing Date
11 Nov 2024, 4:00 pmClosed
Superintending Engineer
The Superintending Engineer, Irrigation South Circle, Opp. Lourde Church , Pattom Palace P.O., P.M.G.,Tvpm
JJM Construction of Regulator cum lock across Neyyar river at Mavilakadavu down stream side of KWA Pumphouse to prevent salinity intrusion
2024_Irrig_692020_2
IRR/IA/TR/6191/2023_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
730 days
Mavilakadavu
Please refer Tender documents.
7 documents required · 7 mandatory
₹19,518
Yes
₹5 L
Yes
O/o The S.E., Irrigation South Circle Tvpm
15 Jan 2025
26 Oct 2024
13 Nov 2024
26 Oct 2024
11 Nov 2024
29 Oct 2024
26 Oct 2024 - 10 Nov 2024
29 Oct 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix - A Construction of Regulator | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,240 | sqm | - | - |
| 1.002 | OD28349/2023-2024:Putting up ring bund of bottom width 8.00m, top width 5.00m. with earth filled cement bags having a core gap of 1.80m. and filling with puddle clay to a height of 4.00m.including driving down Z/U type MS sheet piles of 6.20m height driving down vertical to lines and levels interlocking with adjacent piles using suitable pile driving unit and all its accessories for an average depth of 6.20m for arresting seepage water. for ensuring sufficient anchorage and horizontally braced with m.s flats and angles wherever necessary including dismantling the bund, driven out sheet pile after completion of the work etc. complete as directed by the deptl. officers at site | 170 | metre | - | - |
| 1.003 | OD28840/2023-2024:Forming earthern island of average depth 2m , top size 10mx10m and bottom size of 12mx12m for carrying out piling work by filling excavated earth lead upto 50m and lift upto 1.5m, filled earth to be levelled properly for all kinds of soil and maintaining the island till the completion of work and dismantling the same after use as per the direction of departmental officers etc complete | 160 | metre | - | - |
| 1.004 | OD18258/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 3,200 | hour | - | - |
| 1.005 | 60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 6,000 | hour | - | - |
| 1.006 | OD19602/2023-2024:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.
1000 mm dia piles | 1,705.6 | metre | - | - |
| 1.007 | OD28370/2023-2024:Providing steel liner for piling works including fabricating setting out and erecting complete as per drawing and design as per direction of Engineer in Charge | 97.02 | tonne | - | - |
| 1.008 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test | 2 | per test | - | - |
| 1.009 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 8,150.73 | cum | - | - |
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