Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.7 Cr+₹81.9 L (16.8%)Admitted-Finance | ₹5.7 Cr+₹81.9 L (16.8%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | power system L1 | A Perumal Constructions L2 |
|---|---|---|---|---|---|
| 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 compacting 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,levelled and compacted at specified location) 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: The excavated subbase shall be tested for 95% proctor compaction density test. | |||||
| 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. | 100 | Cu.m | 300 ₹30,000 Lowest | 350 ₹35,000 |
| 1.20 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km. | 100 | Cu.m | 400 ₹40,000 Lowest | 450 ₹45,000 |
| 2.00 | Leveling the area to the required gradient in all
types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | 200 | Cu.m | 950 ₹1,90,000 Lowest | 950 ₹1,90,000 Lowest |
| 3.00Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge. | |||||
| 3.10 | for Grading-I material | 20 | Cu.m | 1,850 ₹37,000 | 1,650 ₹33,000 Lowest |
| 4.00 | 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: 1. This item will be operated during abnormal bad weather, surface run off from outside scope of work only.
2. Diesel operated pumps shall also be operated as and when directed by the Engineer-in-charge. | 1,000 | Kwh | 75 ₹75,000 Lowest | 85 ₹85,000 |
| 5.00 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility.
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | 80 | Cu.m | 7,500 ₹6,00,000 | 6,500 ₹5,20,000 Lowest |
| 6.00Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 6.10 | M30 grade with 380 kg of PPC per cu.m. of concrete for all floors | 100 | Cu.m | 14,500 ₹14,50,000 | 12,500 ₹12,50,000 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
9 Sept 2025, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam.
Structural Platform, FRP lining for UG RCC Tanks and Civil Finishing works in various plant buildings at FRFCF project site, Kalpakkam
2025_BARC_870179_1
NRB/FRFCF/CIVIL/2025-2026/022
Open Tender
Civil Works - Others
Item Rate
365 days
FRFCF, Kalpakkam
please refer tender document
8 documents required · 8 mandatory
₹0
₹9.3 L
29 Oct 2025
24 Jul 2025
17 Sept 2025
24 Jul 2025
9 Sept 2025
25 Jul 2025
25 Jul 2025 - 8 Sept 2025
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tenderdocument.rar
Tender Documents • 1.87 MB
BOQ.xls
BOQ • 0.35 MB
BOQ_2.xls
BOQ • 0.14 MB
Tenderdocument.pdf
Tender Documents • 4.88 MB
Tenderdocument_2.pdf
Tender Documents • 9.50 MB
Tenderdocument_3.pdf
Tender Documents • 9.08 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .