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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC | ₹5.4 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical 71C5A 10A PARK ROAD KEELARAMANPUTHOOR NAGERCOIL 629004 | KANNIYAKUMARI | TAMIL NADU | 629004 | - | - | Not Admitted-Fee/PreQual/Technical Others-Should not have satisfactorily completed a civil works of similar nature** in his own name in a single agreement |
| Sl No | Description | Qty | Unit | A.PRABHAKAR REDDY AND CO L1 |
|---|---|---|---|---|
| 1.00Chemmangulam Lake front development, | ||||
| 1.01 | Clearing of light Jungle | 30,156 | Sqm | 9 ₹2,71,404 Lowest |
| 1.02 | Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area) | 41,732 | cum | 116 ₹48,40,912 Lowest |
| 1.03 | Earth work excavating 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 | 2,002 | Cum | 88 ₹1,76,176 Lowest |
| 1.04 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 583 | Cum | 256.5 ₹1,49,539.5 Lowest |
| 1.05 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 5,639 | cum | 204 ₹11,50,356 Lowest |
| 1.06 | Dry Stone Masonry for pitching on bund etc., Complete complying with standard specification and as directed by the Departmental Officers. | 3,495 | cum | 2,592 ₹90,59,040 Lowest |
| 1.07 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1,750 | cum | 373 ₹6,52,750 Lowest |
| 1.08 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 35 | Cum | 1,713 ₹59,955 Lowest |
| 1.09 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 223 | Cum | 5,253.5 ₹11,71,530.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.6 L
Closing Date
10 Feb 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Chemmangulam Lake front development
2026_MAWS_649305_1
E3/18082/2025
Open Tender
Civil Works
Lump-sum
90 days
Nagercoil Corporation Chemmangulam Lake front deve
Registered Contractor
4 documents required · 4 mandatory
₹0
₹6.6 L
City Municipal Corporation Office Nagercoil
2 Mar 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Chemmangulam Lake front development, | |||||
| 1.01 | Clearing of light Jungle | 30,156 | Sqm | - | - |
| 1.02 | Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area) | 41,732 | cum | - | - |
| 1.03 | Earth work excavating 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 | 2,002 | Cum | - | - |
| 1.04 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 583 | Cum | - | - |
| 1.05 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 5,639 | cum | - | - |
| 1.06 | Dry Stone Masonry for pitching on bund etc., Complete complying with standard specification and as directed by the Departmental Officers. | 3,495 | cum | - | - |
| 1.07 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1,750 | cum | - | - |
| 1.08 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 35 | Cum | - | - |
| 1.09 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 223 | Cum | - | - |
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