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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 CrAccepted-AOC 53 19 BRINDABON MULLICK LANE KADAMTALA HOWRAH WEST BENGAL 711101 | HOWRAH | WEST BENGAL | 711101 | L1 | Accepted-AOC Accept | |
| 2 | L2₹20.3 Cr+₹1.5 Cr (7.86%)Rejected-Finance ARUVANKATTUR KOOLTHAMPALAYAM POST KONGANAPURAM SANKARI TALUK SALEM 637102 | SALEM | SALEM | TAMIL NADU | 637102 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.P.RANGARAJU L2 | PHOENIX & CO L1 |
|---|---|---|---|---|---|
| 1.00EARTH WORK EXCAVATION | |||||
| 1.10 | Earth work in all soils except hard rock requiring blasting and conveying for Desilting and formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete (PWD-SOR-Pg: 24/Sl: 59) rate including 5Km earth conveyancing of desilting | 1,20,435 | M3 | 109 ₹1,31,27,415 | 101.5 ₹1,22,24,152.5 Lowest |
| 1.20 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
For Narrow Foundations - First Depth Upto 2m | 8,032.31 | M3 | 201 ₹16,14,494.31 | 186 ₹14,94,009.66 Lowest |
| 1.30 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
For drain and culvert | 1,548.5 | M3 | 126 ₹1,95,111 | 117 ₹1,81,174.5 Lowest |
| 1.40FILLING | |||||
| 1.50 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 425.75 | M3 | 1,747 ₹7,43,785.25 | 1,617 ₹6,88,437.75 Lowest |
| 1.60 | Providing and laying WellGravel to the required thickness including cost and conveyance of sand and gravel to the work site and stacking them to the standard departmental meter gauge for Premeasurement mixing the required quantity of sand and gravel sprinkling water and compacting the mix in layer of thickness not exceeding 100mm compacted thickness by 80-100mm to active the required density including labour charges for mixing spreading and tools and plants etc complete. | 2,640.5 | M3 | 303 ₹8,00,071.5 | 281 ₹7,41,980.5 Lowest |
| 1.70 | Supplying and filling in basement with Soling Stones blasted 15cm cube in layers of 15cm thick including watering and ramming to consolidation 1 m3 | 2,083.1 | M3 | 2,648 ₹55,16,048.8 | 2,452 ₹51,07,761.2 Lowest |
| 1.80 | Supplying and filling in foundations and basement with filling Quarry Dust in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 341.6 | M3 | 307 ₹1,04,871.2 | 284 ₹97,014.4 Lowest |
| 1.90CENTRING WORKS | |||||
Tender Value
₹23 Cr
EMD Value
₹23 L
Closing Date
11 May 2023, 3:00 pmClosed
Commissioner
Salem City Municipal Corporation, Fort Main road, Salem
DEVELOPING AN ECO-RESTORATION PLAN FOR MOOKANERI LAKE IN SALEM CITY MUNICIPAL CORPORATION
2023_MAWS_298619_1
E2/10910/2021(Mookaneri Lake)
Open Tender
Civil Works
Lump-sum
365 days
Salem City Municipal Corporation
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹23 L
Yes
10 Oct 2026
31 Mar 2023
12 May 2023
31 Mar 2023
11 May 2023
31 Mar 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK EXCAVATION | |||||
| 1.1 | Earth work in all soils except hard rock requiring blasting and conveying for Desilting and formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete (PWD-SOR-Pg: 24/Sl: 59) rate including 5Km earth conveyancing of desilting | 1,20,435 | M3 | - | - |
| 1.2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
For Narrow Foundations - First Depth Upto 2m | 8,032.31 | M3 | - | - |
| 1.3 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
For drain and culvert | 1,548.5 | M3 | - | - |
| 1.4 | FILLING | - | - | - | - |
| 1.5 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 425.75 | M3 | - | - |
| 1.6 | Providing and laying WellGravel to the required thickness including cost and conveyance of sand and gravel to the work site and stacking them to the standard departmental meter gauge for Premeasurement mixing the required quantity of sand and gravel sprinkling water and compacting the mix in layer of thickness not exceeding 100mm compacted thickness by 80-100mm to active the required density including labour charges for mixing spreading and tools and plants etc complete. | 2,640.5 | M3 | - | - |
| 1.7 | Supplying and filling in basement with Soling Stones blasted 15cm cube in layers of 15cm thick including watering and ramming to consolidation 1 m3 | 2,083.1 | M3 | - | - |
| 1.8 | Supplying and filling in foundations and basement with filling Quarry Dust in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 341.6 | M3 | - | - |
| 1.9 | CENTRING WORKS | - | - | - | - |
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