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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹85.0 L (25.6%)Admitted-Finance | ₹4.2 Cr+₹85.0 L (25.6%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 Cr+₹1.1 Cr (31.9%)Admitted-Finance | ₹4.4 Cr+₹1.1 Cr (31.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | - | - | Rejected-Technical Not meeting the NIT eligibility criteria of Average Financial turnover. |
| Sl No | Description | Qty | Unit | ASOKA PROJECTS PVT. LTD L3 | SEKAR CONSTRUCTIONS L1 | P B N CONSTRUCTION / SANKAR .B L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork 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 up to the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 50 meters. | 11,027 | Cu.m. | 602.25 ₹66,41,010.75 | 360 ₹39,69,720 | 200 ₹22,05,400 Lowest |
| 2.00 | Earthwork 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 up to the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.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 50 meters. | 8,300 | Cu.m. | 701.75 ₹58,24,525 | 420 ₹34,86,000 | 250 ₹20,75,000 Lowest |
| 3.00 | Earthwork 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 up to the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.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 50 meters. | 1,533 | Cu.m. | 742.5 ₹11,38,252.5 | 450 ₹6,89,850 | 325 ₹4,98,225 Lowest |
| 4.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soft rock with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 50 metres. | 50 | Cu.m. | 942 ₹47,100 | 850 ₹42,500 | 750 ₹37,500 Lowest |
| 5.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soft rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 50 metres. | 50 | Cu.m. | 1,095.25 ₹54,762.5 | 900 ₹45,000 Lowest | 1,100 ₹55,000 |
| 6.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soft rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 50 metres. | 4,712 | Cu.m. | 1,227.25 ₹57,82,802 | 1,025 ₹48,29,800 Lowest | 1,700 ₹80,10,400 |
| 7.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soft rock with depth exceeding 4.5m but not exceeding 6m below average Ground level and disposing surplus excavated earth up to a lead of 50 metres. | 5,936 | Cu.m. | 1,375.25 ₹81,63,484 | 1,075 ₹63,81,200 Lowest | 2,450 ₹1,45,43,200 |
| 8.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soft rock with depth exceeding 6m but not exceeding 7.5m below average Ground level and disposing surplus excavated earth up to a lead of 50 metres. | 2,499 | Cu.m. | 1,503.25 ₹37,56,621.75 | 1,125 ₹28,11,375 Lowest | 2,900 ₹72,47,100 |
| 9.00 | Conveying the surplus excavated earth & debris, boulders/rocks and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, leveling all complete as per specification and as directed by the Engineer-in-Charge.
Note:
1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements.
2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
3) The rate shall also include keeping the site & approach roads neat & clean to the satisfaction of the Engineer.Lead charges for lead Exceeding 3 kilometer but not exceeding 4 kilometer | 34,500 | Cu.m. | 348.75 ₹1,20,31,875 | 310 ₹1,06,95,000 | 200 ₹69,00,000 Lowest |
| 10.00 | Dismantling brick work in cement mortar at all levels by manually / mechanical means, carefully without damaging adjacent structures, including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge. | 30 | Cu.m. | 1,535 ₹46,050 | 850 ₹25,500 | 800 ₹24,000 Lowest |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
23 Jun 2022, 2:00 pmClosed
Chief Executive,
Offcie of CE, NRB, BARC, Mumbai
Excavation for construction of DDUO storage building at BARCF Kalpakkam
2022_BARC_691230_1
BARCF/INRPK-MA/CW/TR/35/2022
Open Tender
Civil Works
Item Rate
120 days
INRPK/NRB/BARC/Kalpakkam
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹8.8 L
Kalpakkam
22 Sept 2022
30 May 2022
24 Jun 2022
30 May 2022
23 Jun 2022
30 May 2022
30 May 2022 - 15 Jun 2022
17 Jun 2022
Amount
Conveying the surplus excavated earth & debris, boulders/rocks and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, leveling all complete as per specification and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements. 2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road. 3) The rate shall also include keeping the site & approach roads neat & clean to the satisfaction of the Engineer.Lead charges for lead Exceeding 3 kilometer but not exceeding 4 kilometer
Dismantling brick work in cement mortar at all levels by manually / mechanical means, carefully without damaging adjacent structures, including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.
Removal of structural steel members and fabricated units from the site including cutting, welding etc. and disposing them at places shown by the Engineer-in-charge including loading, unloading, transporting etc. complete.
Dismantling zincalume roofing sheet at all levels including disposal of unserviceable surplus material and stacking of serviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.
Dismantling plain cement concrete by manually / mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.
Dismantling RCC works at all levels by manually / by mechanical means, including cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.
Cutting and felling 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 of trees of girth beyong 30cm upto and including 60cm, measured at 0.5m above ground level as directed by the Engineer-in-charge.
Cutting and felling 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 of trees of girth beyong 60cm upto and including 120cm, measured at 0.5m above ground level as directed by the Engineer-in-charge.
Cutting and felling 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 of trees of girth beyong 120cm upto and including 240cm, measured at 0.5m above ground level as directed by the Engineer-in-charge.
Clearing Heavy jungle area including cutting all unwanted plants, branches, twigs, wild growth, trees and saplings of girth upto 30 cm, uprooting of rank vegetation etc. complete and disposing the same 100 metres away by manually or burning them without disturbing the other areas etc. complete all as directed by Engineer-in-Charge. The useful firewood if any, shall be cut and stacked at the place(with 100 metres lead) as directed by 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 for burning the wild growth.
P B N CONSTRUCTION / SANKAR .B
ASOKA PROJECTS PVT. LTD
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