Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance NO 74 SADRAS MAIN ROAD NARASANKUPPAM VILLAGE 603109 MULLIKULATHUR POST THIRUKKAZUKUNDRAM TALUK CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603109 | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹25.9 L (10.7%)Admitted-Finance | ₹2.7 Cr+₹25.9 L (10.7%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RMS CONSTRUCTION L2 | VNV ENGINEERS AND CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 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). | |||||
| 1.10 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 85 | Cu.m | 900 ₹76,500 | 350 ₹29,750 Lowest |
| 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 | 110 | Cu.m | 1,200 ₹1,32,000 | 450 ₹49,500 Lowest |
| 1.30 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 50 | Cu.m | 1,500 ₹75,000 | 650 ₹32,500 Lowest |
| 2.00 | Providing gravel/murram backing/filling 75mm thick (consolidated thickness)for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer. | 110 | Cu.m | 750 ₹82,500 | 700 ₹77,000 Lowest |
| 3.00Construction of granular sub-bass 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 | 40 | Cu.m | 2,000 ₹80,000 | 1,600 ₹64,000 Lowest |
| 4.00 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. | 35 | Cu.m | 6,000 ₹2,10,000 | 3,000 ₹1,05,000 Lowest |
| 5.00 | Providing and laying weather proofing over roof slab withbrick bat coba (surki) made in the proportion of 1:2.5 (one part of slaked lime and two and half parts of 20mm size broken brick jelly) over roof slab including forming proper slopes for drainage, consolidating, curing etc. complete at all elevations as per specifications and as directed by the Engineer-in-Charge. | 45 | Cu.m | 1,700 ₹76,500 Lowest | 2,000 ₹90,000 |
| 6.00 | 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, screed concrete at terrace 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. | 125 | Cu.m | 11,000 ₹13,75,000 | 9,000 ₹11,25,000 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
9 Sept 2025, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam.
Construction of Service Supporting structure between SWB and WMP, Epoxy painting and associated Finishing works in WMP at FRFCF Project site at Kalpakkam
2025_BARC_868940_1
NRB/FRFCF/CIVIL/2025-2026/016
Open Tender
Civil Works - Others
Item Rate
365 days
FRFCF, Kalpakkam
Please refer Tender Document
8 documents required · 8 mandatory
₹0
₹4.4 L
29 Oct 2025
16 Jul 2025
17 Sept 2025
16 Jul 2025
9 Sept 2025
17 Jul 2025
17 Jul 2025 - 8 Sept 2025
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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
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 .