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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance NO 74 SADRAS MAIN ROAD NARASANKUPPAM VILLAGE 603109 MULLIKULATHUR POST THIRUKKAZUKUNDRAM TALUK CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603109 | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹54.9 L (11.0%)Admitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹5.5 Cr+₹54.9 L (11.0%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L2 | VNV ENGINEERS AND CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing Heavy jungle area including cutting all unwanted plants, branches, twigs, wild growth, trees and saplings of girth up to 30cm, uprooting of rank vegetation etc. complete, and disposing the same 100metres away by manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-Charge. The useful firewood if any shall be cut and stacked at the place (with 100metres lead) as directed by the Engineer-in-Charge. The rate shall include the cost of cutting and disposal if any by burning. Contractor must inform to Engineer-in-charge and prior permission shall be obtained from Engineer-in-charge before burning the wild growth. | 46,000 | Sqm | 14 ₹6,44,000 | 8 ₹3,68,000 Lowest |
| 2.00 | Earth work excavation for by mechanical means (Hydraulic excavator) or manual means for foundations, substructures, plint beam, cess pits and all kinds of foundation etc. in all types of soil like hard gravekky 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 and ramming 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 levelled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 11,000 | Cu.m | 390 ₹42,90,000 | 360 ₹39,60,000 Lowest |
| 3.00 | Providing and laying plain cement concrete 1:4.5:8 using 25mm maximum size graded aggregate including machanical mixing, transporting and placing in required position, ramming, compaction, leveling, shuttering, curing, dewatering if any, complete all as per specifications for levelling courses in foundation for walls, footing, floor drains, etc as directed by engineer incharge complete all as per specification. | 55 | Cu.m | 7,350 ₹4,04,250 | 7,000 ₹3,85,000 Lowest |
| 4.00 | Supplying and filling the selected earth from outside of DAE installation (with a lead of 28 kilometres) including excavation from borrow pits if any required. Filling in layer of not more than 150mm thick, each layer well rammed and consolidated by mechanical roller including water consolidation etc. levelling, dressing the top surface to the required level, comlying with standard specification and as directed by the Engineer-in-charge. Proper trip sheet records shall be maintained for bringing the earth through DAE main gate with security stamp duly signed by Departmental Engineer. | 36,000 | Cu.m | 1,260 ₹4,53,60,000 | 1,120 ₹4,03,20,000 Lowest |
| 5.00 | Providing and laying cast in situ controlled reinforced cement concrete of M30 grade at all levels and lifts mentioned below, using 20 mm maximum size hard granite machine crushed graded stone aggregates, including weigh batching,charges for mixing and cost of admixture, mechanical mixing, transporting and placing, at all lifts, vibrating, consolidating, curing, finishing smooth, of all exposed faces complete for column footing, column, lintel, sunshade, getter slab, beams, slabs, water tank, machin foundation, trench raft, trench cover slabs and all other structural elements including dewatering werever necessary all as per specification and all as shown in drawings and as directed by the engineer incharge for all insitu item. Note: 1.The rate of concrete shall include all labour, equipment, charges of mixing & cost of admixture. 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, procued from dealer/company to be submitted for all cement related works by the contractor. 3.The rate shall be quoted on the basis of use of 370Kg of cement per Cu.m 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. | 140 | CUM | 10,450 ₹14,63,000 | 9,990 ₹13,98,600 Lowest |
| 6.00 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500 / Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts.
Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers. | 2 | MT | 95,000 ₹1,90,000 Lowest | 1,05,000 ₹2,10,000 |
| 7.00 | Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping etc., with necessary bracings in all axrs to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixtures, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted. | 410 | Sqm | 750 ₹3,07,500 | 700 ₹2,87,000 Lowest |
| 8.00 | Providing and laying non pressure 600mm dia NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge. | 150 | Mtr. | 2,500 ₹3,75,000 Lowest | 2,800 ₹4,20,000 |
| 9.00 | Providing and laying non pressure 900mm dia NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge. | 60 | Mtr. | 4,500 ₹2,70,000 Lowest | 5,000 ₹3,00,000 |
| 10.00 | Construction 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.for Grading-I material | 1,500 | Cu.m | 1,390 ₹20,85,000 Lowest | 1,500 ₹22,50,000 |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
2 Feb 2024, 3:00 pmClosed
General Manager, INRP(K)
Office of GM, 608 Building, BARC, Kalpakkam
Development of NSDF-II site at BARCF Kalpakkam
2024_BARC_789899_1
BARCF/INR-PRJ/CI/TR/2/2023
Open Tender
Civil Works - Others
Item Rate
150 days
INRPK/NRB/BARC/Kalpakkam
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹9.4 L
Kalpakkam
27 Feb 2024
16 Jan 2024
7 Feb 2024
16 Jan 2024
2 Feb 2024
24 Jan 2024
16 Jan 2024 - 22 Jan 2024
23 Jan 2024
Amount
Clearing Heavy jungle area including cutting all unwanted plants, branches, twigs, wild growth, trees and saplings of girth up to 30cm, uprooting of rank vegetation etc. complete, and disposing the same 100metres away by manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-Charge. The useful firewood if any shall be cut and stacked at the place (with 100metres lead) as directed by the Engineer-in-Charge. The rate shall include the cost of cutting and disposal if any by burning. Contractor must inform to Engineer-in-charge and prior permission shall be obtained from Engineer-in-charge before burning the wild growth.
Providing and laying plain cement concrete 1:4.5:8 using 25mm maximum size graded aggregate including machanical mixing, transporting and placing in required position, ramming, compaction, leveling, shuttering, curing, dewatering if any, complete all as per specifications for levelling courses in foundation for walls, footing, floor drains, etc as directed by engineer incharge complete all as per specification.
Providing and laying cast in situ controlled reinforced cement concrete of M30 grade at all levels and lifts mentioned below, using 20 mm maximum size hard granite machine crushed graded stone aggregates, including weigh batching,charges for mixing and cost of admixture, mechanical mixing, transporting and placing, at all lifts, vibrating, consolidating, curing, finishing smooth, of all exposed faces complete for column footing, column, lintel, sunshade, getter slab, beams, slabs, water tank, machin foundation, trench raft, trench cover slabs and all other structural elements including dewatering werever necessary all as per specification and all as shown in drawings and as directed by the engineer incharge for all insitu item. Note: 1.The rate of concrete shall include all labour, equipment, charges of mixing & cost of admixture. 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, procued from dealer/company to be submitted for all cement related works by the contractor. 3.The rate shall be quoted on the basis of use of 370Kg of cement per Cu.m 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, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500 / Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers.
Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping etc., with necessary bracings in all axrs to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixtures, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.
Providing and laying non pressure 600mm dia NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.
Providing and laying non pressure 900mm dia NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.
Construction 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.for Grading-I material
M/s. Ashok constructions
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