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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance NO 202 OLD MAHABALIPURAM ROAD SHOLINGANALLUR CHENNAI 600 119 | CHENNAI | TAMIL NADU | 600119 | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹81.1 L (24.6%)Admitted-Finance | ₹4.1 Cr+₹81.1 L (24.6%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 197 SATYA NIKETAN NEW DELHI 110021 | NEW DELHI | DELHI | 110021 | - | - | Rejected-Technical Not meeting the NIT eligibility criteria of similar works |
| 4 | Rejected-Technical CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | - | - | Rejected-Technical Not meeting the NIT eligibility criteria of similar works |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | NARASIMHAN ENGINEERING CONTRACTORS PRIVATE LIMITED L2 | NEWBHARATH ELECTRICALS & ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. | 3,000 | Sq.m | 12.6 ₹37,800 | 10 ₹30,000 Lowest |
| 2.00Cutting and Filling all types of trees including cutting of trunks, branches and removing the roots and stacking of serviceable wood materials at places specified with a lead of 200m, disposal of unserviceable materials including filling the pits and depressions with excavated earth complete for trees of girth mentioned below complete all as directed by the Engineer-in- charge. | |||||
| 2.10 | Girth beyond 30cm, up to and including 60cm, measured at 0.5m
above ground level | 20 | Each | 530 ₹10,600 | 500 ₹10,000 Lowest |
| 3.00Earthwork 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). | |||||
| 3.10 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 750 | Cu.m | 378 ₹2,83,500 Lowest | 600 ₹4,50,000 |
| 4.00 | 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 | 8,172 ₹6,53,760 | 7,500 ₹6,00,000 Lowest |
| 5.00 | Providing and constructing precast concrete solid blocks masonry wall in cement mortar 1:5 with solid concrete blocks of size 400x200x200mm Grade C (5.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 1800Kg/cum. at all Elevation including cost of materials, labour charges, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-charge. | 250 | Cu.m | 10,620 ₹26,55,000 | 8,500 ₹21,25,000 Lowest |
| 6.00 | Providing plastering to the external surfaces of brickwork / blockwork / concrete at all elevations in cement (PPC) mortar 1:4 using washed cruhed stone sand, 20 mm thick in two layers, base layer 12 mm thick and a top layer 8 mm thick finished rough with sponge. including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. | 300 | Sq.m | 590 ₹1,77,000 | 350 ₹1,05,000 Lowest |
| 7.00 | Filling with rock muck / weathered rock / residual soil / soil stacked in FRFCF premises within a lead upto 5 Km including segregation of rock muck and boulders of size less than 300mm from stock pile and formation of necessary ramp/approaches at stock yard, loading, transporting, depositing in loose layers of each not more than 500 mm thickness, after removing vegetation etc., watering, compacting each layer and conducting all field tests etc., as per QAP, specification and as directed by the Engineer-in-charge.
Note :
1. The item rate is inclusive of segregation of rock muck & boulders lesser than 300mm from the stock pile. | 60,000 | Cu.m | 339 ₹2,03,40,000 | 285 ₹1,71,00,000 Lowest |
| 8.00 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 500 mm, 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 for borrow pits outside the property within a lead upto 60 km from EIC before supply.
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. spreading in uniform layers with motor grader and compacting with vibratory power roller to achieve the desired density, watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. | 10,000 | Cu.m | 1,690 ₹1,69,00,000 | 1,250 ₹1,25,00,000 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
5 Jul 2024, 4:00 pmClosed
PROJECT DIRECTOR
Office of the Project Director, FRFCF-NRB, Kalpakkam
Filling and Development works in Low lying area on western side of FRFCF Plant site, Kalpakkam
2024_BARC_812392_1
NRB/FRFCF/CIVIL/2024-2025/016
Open Tender
Civil Works - Others
Item Rate
365 days
FRFCF, KALPAKKAM
Please refer tender document
8 documents required · 8 mandatory
₹0
₹7.0 L
11 Sept 2024
20 Jun 2024
10 Jul 2024
20 Jun 2024
5 Jul 2024
21 Jun 2024
21 Jun 2024 - 4 Jul 2024
Amount
Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth.
Cutting and Filling all types of trees including cutting of trunks, branches and removing the roots and stacking of serviceable wood materials at places specified with a lead of 200m, disposal of unserviceable materials including filling the pits and depressions with excavated earth complete for trees of girth mentioned below complete all as directed by the Engineer-in- charge.
Girth beyond 30cm, up to and including 60cm, measured at 0.5m above ground level
All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres.
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.
Providing and constructing precast concrete solid blocks masonry wall in cement mortar 1:5 with solid concrete blocks of size 400x200x200mm Grade C (5.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 1800Kg/cum. at all Elevation including cost of materials, labour charges, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-charge.
Providing plastering to the external surfaces of brickwork / blockwork / concrete at all elevations in cement (PPC) mortar 1:4 using washed cruhed stone sand, 20 mm thick in two layers, base layer 12 mm thick and a top layer 8 mm thick finished rough with sponge. including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
Filling with rock muck / weathered rock / residual soil / soil stacked in FRFCF premises within a lead upto 5 Km including segregation of rock muck and boulders of size less than 300mm from stock pile and formation of necessary ramp/approaches at stock yard, loading, transporting, depositing in loose layers of each not more than 500 mm thickness, after removing vegetation etc., watering, compacting each layer and conducting all field tests etc., as per QAP, specification and as directed by the Engineer-in-charge. Note : 1. The item rate is inclusive of segregation of rock muck & boulders lesser than 300mm from the stock pile.
Conducting Field CBR tests in dry and saturated conditions on the Finished ground level (FGL), including application of surcharge weights of 7.5 kg, 10 kg, 12.5 kg, 15 kg, 17.5 kg, 20 kg, 22.5 kg and 25 kg all as per specifications and as indicated on drawing or as directed by Engineer in Charge including all necessary excavations. The entire series of tests in dry and saturated conditions for all the surcharge weights shall be considered as one test. (Test shall be conducted after backfilling)
NARASIMHAN ENGINEERING CONTRACTORS PRIVATE LIMITED
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