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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹13.1 L (3.47%)Admitted-Finance 21 SWASTIK CHAMBERS GROUND FLOOR CHEMBUR MUMBAI MAHARASHTRA 400071 | MUMBAI SUBURBAN | MAHARASHTRA | 400071 | ₹3.9 Cr+₹13.1 L (3.47%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HINDUSTAN CONSTRUCTION CORPORATION L2 | SAKTHI ENGINEERS 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 100metres 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. | 500 | Sqm | 236 ₹1,18,000 | 5 ₹2,500 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 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 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 upto 2.0m below average Ground level and disposing surplus excavated earth upto a lead of 100 metres. | 650 | Cum | 944 ₹6,13,600 | 400 ₹2,60,000 Lowest |
| 3.00 | Providing and laying plain cement concrete 1:3:6 using 25mm maximum size graded aggregates 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. | 20 | Cum | 9,440 ₹1,88,800 | 8,000 ₹1,60,000 Lowest |
| 4.00 | Providing 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 crushed graded stone aggregates including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, 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. Chemical admixture conforming 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.M30 grade with 370 kg. of cement per cu.m. of concrete for all floors | 190 | Cum | 11,800 ₹22,42,000 | 9,500 ₹18,05,000 Lowest |
| 5.00 | 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 axes 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 fixture, 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. | 1,000 | Sq.m | 944 ₹9,44,000 | 600 ₹6,00,000 Lowest |
| 6.00 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of 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. se 11 of Section VIII, General Information for Guidance of Tenderers. | 23 | MT | 1,06,200 ₹24,42,600 | 1,00,000 ₹23,00,000 Lowest |
| 7.00 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/pipe and sleeves/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.
Note: Lifting device arrangements if any required shall also be arranged by the contractor at his own cost. | 4 | MT | 1,77,000 ₹7,08,000 | 1,25,000 ₹5,00,000 Lowest |
| 8.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects 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-II material | 175 | Cu.m | 5,900 ₹10,32,500 | 2,500 ₹4,37,500 Lowest |
| 9.00 | Conveying the surplus excavated earth & debris, boulders 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,( Manually or mechanically) breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge.Lead charges for 1st 1 kilometre or part thereof
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. | 400 | Cum | 708 ₹2,83,200 | 250 ₹1,00,000 Lowest |
| 10.00 | Supply of 700 NB carbon steel spiral welded pipe (IS3589). Pipe to be made by 9 mm thick carbon steel plateas per specifications. | 12 | Mtrs | 20,355 ₹2,44,260 Lowest | 22,500 ₹2,70,000 |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
3 Nov 2022, 3:00 pmClosed
FACILITY DIRECTOR
OFFICE OF FACILITY DIRECTOR BARCF KALPAKKAM
Seawater intake and reject disposal piping for new 2 MGD plant
2022_BARC_717786_1
BARCF/NDDP/OP/TR/09/2022
Open Tender
Machineries/ Mechanical Engg Items
Item Rate
365 days
Kalpakkam
Seawater intake and reject disposal piping for new 2 MGD plant at NDDP MPDD Kalpakkam
7 documents required · 7 mandatory
₹0
₹7.8 L
22 Nov 2022
14 Oct 2022
11 Nov 2022
17 Oct 2022
3 Nov 2022
28 Oct 2022
21 Oct 2022 - 28 Oct 2022
Amount
Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100metres 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.
Providing and laying plain cement concrete 1:3:6 using 25mm maximum size graded aggregates 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.
Providing 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 crushed graded stone aggregates including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, 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. Chemical admixture conforming 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.M30 grade with 370 kg. of cement per cu.m. of concrete for all floors
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 axes 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 fixture, 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, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of 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. se 11 of Section VIII, General Information for Guidance of Tenderers.
Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/pipe and sleeves/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any required shall also be arranged by the contractor at his own cost.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects 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-II material
Conveying the surplus excavated earth & debris, boulders 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,( Manually or mechanically) breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge.Lead charges for 1st 1 kilometre or part thereof 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.
Supply of 700 NB carbon steel spiral welded pipe (IS3589). Pipe to be made by 9 mm thick carbon steel plateas per specifications.
Supply of 600 NB carbon steel spiral welded pipe (IS3589). Pipe to be made by 9 mm thick carbon steel plate as per specifications.
Supply of 250 NB 8 mm thick carbon steel pipe conforming to IS 3589 Gr 330, make- Jindal/Tata steel.
Supply of 150 NB carbon steel seamless pipe conforming to ASTM A106 grade B, Sch.40, IBR Certified, make- Jindal/Tata steel.
Supply of 100 NB carbon steel seamless pipe conforming to ASTM A106 grade B, Sch.40, IBR Certified, make- Jindal/Tata steel.
Supply of 50 NB carbon steel seamless pipe conforming to ASTM A106 grade B, Sch.40, IBR Certified, make- Jindal/Tata steel.
Supply of 700 NB Carbon steel slip on flange material conforming to IS2062 Grade B, according with AWWA C207 class D flange standards with test certificate.
Supply of 600 NB Carbon steel slip on flange material conforming to IS2062 Grade B, according with AWWA C207 class D flange standards with test certificate.
Supply and erection of 600 NB Dummy flange of 25 mm thickness
Supply of 250 NB Carbon steel slip on flange conforming to ASTM A105 grade with test certificate, 150#.
Supply of 100 NB Carbon steel slip on flange conforming to ASTM A105 grade with test certificate, 150#.
Supply of 50 NB Carbon steel slip on flange conforming to ASTM A105 grade with test certificate, 150#.
Supply of 700 NB x 600 NB Carbon steel Unequal tee conforming to IS 3589
Supply of 600 NB Carbon steel equal tee conforming to IS 3589
Supply of 600 NB Carbon steel 90 degree long radius Elbow dimensions conforming to ASME B16.9, Sch.40.
Supply of 600 NB Carbon steel 45 degree long radius Elbow dimensions conforming to ASME B16.9, Sch.40.
Supply of 250NB 90 deg elbow dimensioning conforming to ASME B16.9, Sch.40.
Supply of 150NB 90 deg elbow dimensioning conforming to ASME B16.9, Sch.40.
Supply and installation 600 NB motor operated butterfly valves as per specifications
Rubber lining in Carbon steel pipe, Elbow and flanges (4 mm thick Ebonite/natural rubber of shore hardness 65 as per IS4682:Part1 including checking of rubber thickness, shore hardness and high frequency spark test).
Supply of 50 NB Diphragm valve ebonite lined
Supply of natural rubber gaskets 4 mm thick for 600NB flange joint, class 150 ASME B16.5
Supply of natural rubber gaskets 4 mm thick for 250NB flange joint, class 150 ASME B16.5
Supply of natural rubber gaskets 4 mm thick for 100NB flange joint, class 150 ASME B16.5
Supply of natural rubber gaskets 4 mm thick for 50NB flange joint, class 150 ASME B16.6
Supply of M33x250mm length SS316L Hexagonal head bolt with nut and two washers.
Supply of M33x150mm length SS316L Hexagonal head bolt with nut and two washers.
Supply of M22x150mm length SS316L Hexagonal head bolt with nut and two washers.
Supply of M16x100mm length SS316L Hexagonal head bolt with nut and two washers.
Installation and Erection of new 700 NB, 600 NB and 100NB MSRL pipes and fittings on the pedestal supports and providing as-built isometric drawings.
Edge preparation, Fit up and Butt/Fillet Welding of Carbon steel pipe, flange and elbow joints by GTAW/SMAW process including dye penetrate testing.
FRP lining on the outer surface of Carbon steel sea water intake pipe for 1mm thickness for corrosive protect layer.
Supply of 500 NB GRP Pipe (minimum 8 mm Thickness and PN 10 ) with socket and spigot as per IS 14402 specifications in lengths of 12 meters
Supply of 500 NB 90 Deg Elbow as per IS 14402 specifications
Supply of 500 NB GRP Flange as per ANSI B16.5
Erection of new 500 NB GRP pipes and fittings including laminated overlay or adhesive bonding on the pedestal supports and providing as-built isometric drawings.
Butt or Wrap joint for 500 mm GRP for fittings as per specifications.
HINDUSTAN CONSTRUCTION CORPORATION
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