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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹8.1 CrAdmitted-Finance 53 19 BRINDABON MULLICK LANE KADAMTALA HOWRAH WEST BENGAL 711101 | HOWRAH | WEST BENGAL | 711101 | ₹8.1 Cr | H1 | Admitted-Finance |
| 2 | H2₹7.6 Cr−₹49.5 L (6.14%)Admitted-Finance | ₹7.6 Cr−₹49.5 L (6.14%) | H2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PHOENIX & CO H1 | vaiyapuri & co H2 |
|---|---|---|---|---|---|
| 1.00Constrcution of STP 3 MLD | |||||
| 1.01 | 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 | 6,336.5 | m3 | 246 ₹15,58,779 | 226 ₹14,32,049 Lowest |
| 2.00 | Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - First depth of 2 metre | 252 | m3 | 146 ₹36,792 | 134 ₹33,768 Lowest |
| 3.00 | Earth work excavation and depositing on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers In Medium rock and dense medium rock not requiring blasting. | 1,721 | m3 | 260 ₹4,47,460 | 239 ₹4,11,319 Lowest |
| 4.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 4,327 | m3 | 124 ₹5,36,548 | 113 ₹4,88,951 Lowest |
| 5.00 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 22 | m3 | 323 ₹7,106 | 296 ₹6,512 Lowest |
| 6.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification | 1,325.5 | m3 | 50 ₹66,275 | 46 ₹60,973 Lowest |
| 7.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 4 | m3 | 278 ₹1,112 | 255 ₹1,020 Lowest |
| 8.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 414 | m3 | 6,553 ₹27,12,942 | 6,007 ₹24,86,898 Lowest |
| 9.00 | Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm ISS metal including mixing, laying, consolidating, curing cost and conveyanc of all materials to site and all labour charges etc., complete as per standard specification | 65.5 | m3 | 8,201 ₹5,37,165.5 | 7,517 ₹4,92,363.5 Lowest |
Tender Value
₹7 Cr
EMD Value
₹7 L
Closing Date
28 Feb 2025, 3:00 pmClosed
The Commissioner
Idappadi Municipality
Construction of 3 MLD Sewage Treatment Plant STP in Idappadi Municipality
2025_MAWS_524794_1
2141/2019/E1
Open Tender
Civil Works
Item Rate
365 days
Idappadi Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7 L
26 Mar 2025
14 Feb 2025
28 Feb 2025
14 Feb 2025
28 Feb 2025
14 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Constrcution of STP 3 MLD | |||||
| 1.01 | 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 | 6,336.5 | m3 | - | - |
| 2 | Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - First depth of 2 metre | 252 | m3 | - | - |
| 3 | Earth work excavation and depositing on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers In Medium rock and dense medium rock not requiring blasting. | 1,721 | m3 | - | - |
| 4 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 4,327 | m3 | - | - |
| 5 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 22 | m3 | - | - |
| 6 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification | 1,325.5 | m3 | - | - |
| 7 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 4 | m3 | - | - |
| 8 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 414 | m3 | - | - |
| 9 | Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm ISS metal including mixing, laying, consolidating, curing cost and conveyanc of all materials to site and all labour charges etc., complete as per standard specification | 65.5 | m3 | - | - |
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