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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 CrAdmitted-Finance SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | L1 | Admitted-Finance | |
| 2 | L2₹24.4 Cr+₹2.6 Cr (11.8%)Admitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | L2 | Admitted-Finance | |
| 3 | L3₹26.8 Cr+₹5.0 Cr (22.8%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹27.1 Cr+₹5.3 Cr (24.1%)Admitted-Finance 101 VINAYAK APARTMENT KAITH WALI GAALI NAI SADAK GWALIOR GWALIOR MADHYA PRADESH 474001 | GWALIOR | MADHYA PRADESH | 474001 | L4 | Admitted-Finance | |
| 5 | L5₹27.6 Cr+₹5.7 Cr (26.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L2 | RK AND SONS L4 | RPP infra Projects limited L1 | A.KULANDAI RAJ AND CO. L5 | SEKAR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling, ramming and achieving 95% modified proctor density at the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1. Proper compaction shall be carried out at the founding level with a suitable roller of adequate capacity. 2. Refilling shall be done in layers of not more than 300mm (loose) and compacted using vibratory roller of adeqaute capcity to achieve required density. | ||||||||
| 1.10 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 1Km. | 13,750 | Cu.m | 450 ₹61,87,500 | 354 ₹48,67,500 | 350 ₹48,12,500 Lowest | 695 ₹95,56,250 | 640 ₹88,00,000 |
| 1.20 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 12,450 | Cu.m | 500 ₹62,25,000 | 778 ₹96,86,100 | 370 ₹46,06,500 Lowest | 800 ₹99,60,000 | 750 ₹93,37,500 |
| 1.30 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 7,950 | Cu.m | 600 ₹47,70,000 | 832 ₹66,14,400 | 380 ₹30,21,000 Lowest | 895 ₹71,15,250 | 850 ₹67,57,500 |
| 1.40 | All kinds of soil with depth exceeding 4.5m but not exceeding 6m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 2,950 | Cu.m | 700 ₹20,65,000 | 1,005 ₹29,64,750 | 450 ₹13,27,500 Lowest | 985 ₹29,05,750 | 950 ₹28,02,500 |
| 1.50 | All kinds of soil with depth exceeding 6m but not exceeding 7.5m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 550 | Cu.m | 1,000 ₹5,50,000 | 1,212 ₹6,66,600 | 500 ₹2,75,000 Lowest | 1,085 ₹5,96,750 | 1,010 ₹5,55,500 |
| 2.00 | Dewatering from trenches, sump, foundation structure using electrical submersible or suitable pump of required capasity with necessary arrangements to the nearest storm water drain or at places shown as directed by EIC including HDPE pipe, maintenance of the system, cost of spares, idling, labour for operation etc. Mode of measeurement will be power consumption in KWh.
Note: This item will be operated during abnormal bad weather, surface run off from outside scope of work only. | 1,000 | Kwh | 25 ₹25,000 Lowest | 29 ₹29,000 | 1,000 ₹10,00,000 | 55 ₹55,000 | 50 ₹50,000 |
| 3.00 | Filling with selected excavated earth available at site upto a lead of 500m, filling in layer of not more than 300mm thickness, each layer well rammed and consolidated by hand / earth rammer/ vibratory roller of adeqaute capacity, achieving 95% modified proctor density including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by EIC. | 1,000 | Cu.m | 275 ₹2,75,000 Lowest | 278 ₹2,78,000 | 400 ₹4,00,000 | 310 ₹3,10,000 | 320 ₹3,20,000 |
| 4.00 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm (loose), each layer well rammed and consolidated including water consolidation etc complying with standard specification.
Note :
1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor.
2) The quality of earth required for the work shall be got approved from EIC before supply of borrow pit earth from outside the property within a lead upto 60 km.
3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by EIC. | 1,000 | Cu.m | 1,700 ₹17,00,000 | 1,895 ₹18,95,000 | 975 ₹9,75,000 Lowest | 1,920 ₹19,20,000 | 1,800 ₹18,00,000 |
| 5.00 | Supply, fixing and laying bi-axial geo-grids, stiching as per specification at junction, Leveling and laying at site as per drawing and direction by Engineer-in-charge. The reqired testing for qualification will be carried out by the contractor at his cost. (Payment will be made as per actual measurement at site, laps will also be measured for payment) | 3,200 | Sq.m | 275 ₹8,80,000 Lowest | 447 ₹14,30,400 | 300 ₹9,60,000 | 375 ₹12,00,000 | 350 ₹11,20,000 |
Tender Value
₹25.1 Cr
EMD Value
₹35.1 L
Closing Date
1 Dec 2023, 4:00 pmClosed
Chief Executive- NRB
Chief Executive- NRB, FRFCF, Kalpakkam- 603102
Construction of Service supporting structures, RCC culverts, sewer line and associated works in between Building No 503, 401, 306 and 307 at FRFCF project site at Kalpakkam
2023_BARC_775575_1
NRB/FRFCF/CIVIL/2023-2024/042
Open Tender
Civil Works - Others
Item Rate
548 days
FRFCF, KALPAKKAM
Please refer tender document
8 documents required · 8 mandatory
₹0
₹35.1 L
FRFCF-Kalpakkam
10 Apr 2024
11 Oct 2023
6 Dec 2023
11 Oct 2023
1 Dec 2023
3 Nov 2023
11 Oct 2023 - 27 Oct 2023
30 Oct 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling, ramming and achieving 95% modified proctor density at the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1. Proper compaction shall be carried out at the founding level with a suitable roller of adequate capacity. 2. Refilling shall be done in layers of not more than 300mm (loose) and compacted using vibratory roller of adeqaute capcity to achieve required density. | |||||
| 1.1 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 1Km. | 13,750 | Cu.m | - | - |
| 1.2 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 12,450 | Cu.m | - | - |
| 1.3 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 7,950 | Cu.m | - | - |
| 1.4 | All kinds of soil with depth exceeding 4.5m but not exceeding 6m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 2,950 | Cu.m | - | - |
| 1.5 | All kinds of soil with depth exceeding 6m but not exceeding 7.5m below avarage ground level and disposing surplus excavated earth upto a lead of 1Km. | 550 | Cu.m | - | - |
| 2 | Dewatering from trenches, sump, foundation structure using electrical submersible or suitable pump of required capasity with necessary arrangements to the nearest storm water drain or at places shown as directed by EIC including HDPE pipe, maintenance of the system, cost of spares, idling, labour for operation etc. Mode of measeurement will be power consumption in KWh.
Note: This item will be operated during abnormal bad weather, surface run off from outside scope of work only. | 1,000 | Kwh | - | - |
| 3 | Filling with selected excavated earth available at site upto a lead of 500m, filling in layer of not more than 300mm thickness, each layer well rammed and consolidated by hand / earth rammer/ vibratory roller of adeqaute capacity, achieving 95% modified proctor density including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by EIC. | 1,000 | Cu.m | - | - |
| 4 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm (loose), each layer well rammed and consolidated including water consolidation etc complying with standard specification.
Note :
1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor.
2) The quality of earth required for the work shall be got approved from EIC before supply of borrow pit earth from outside the property within a lead upto 60 km.
3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by EIC. | 1,000 | Cu.m | - | - |
| 5 | Supply, fixing and laying bi-axial geo-grids, stiching as per specification at junction, Leveling and laying at site as per drawing and direction by Engineer-in-charge. The reqired testing for qualification will be carried out by the contractor at his cost. (Payment will be made as per actual measurement at site, laps will also be measured for payment) | 3,200 | Sq.m | - | - |
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