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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹2.6 L (0.68%)Admitted-Finance | ₹3.9 Cr+₹2.6 L (0.68%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 Cr+₹5.5 L (1.42%)Admitted-Finance | ₹3.9 Cr+₹5.5 L (1.42%) | L3 | Admitted-Finance |
| 4 | L4₹4.3 Cr+₹43.8 L (11.3%)Admitted-Finance | ₹4.3 Cr+₹43.8 L (11.3%) | L4 | Admitted-Finance |
| 5 | L5₹4.5 Cr+₹57.8 L (14.9%)Admitted-Finance | ₹4.5 Cr+₹57.8 L (14.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S BHAIRAB CHARAN SWAIN L1 | Ms Gangadhar Jena L5 | NNS CONSTRUCTIONS AND ENGINEERING PRIVATE LIMITED L3 | M/S.Parikshita Chuli and Sons L4 | Bijan Kumar Parida L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all kinds of soil from the existing ground level (drain section) in trenches & leveling with disposal of the excavated materials within all lead and all lifts with supply of all labour, materials, T&P, hire & running charges of all machineries/vehicles, cost of fuel & consumable etc., Port entry fees, all taxes etc all complete excluding GST and as per direction of Engineer in charge. | 360 | Each Cum | 45 ₹16,200 Lowest | 250 ₹90,000 | 250 ₹90,000 | 90 ₹32,400 | 226.4 ₹81,504 |
| 2.00 | Dismantling and removing R.C.C. columns, beams, slab, staircase landing, lintels including stacking the useful materials for reuse and removing the debris within 50m with supply of all labour, T&P, staging, Gate entry fees, scaffolding, etc. complete cleaning the debrises with all taxes, including leads & lifts transportation & disposing at specified place and as per direction of Engineer-in-charge. | 665 | Each Cum | 650 ₹4,32,250 | 1,400 ₹9,31,000 | 999 ₹6,64,335 | 550 ₹3,65,750 Lowest | 1,321.35 ₹8,78,697.75 |
| 3.00 | Cement concrete of M-30 grade (using Crusher broken hard granite chips of 12 mm to 20 mm size of approved quality for R.C.C work), mixing in a Batching Plant, transporting the concrete by any approved means, hoisting, laying in slabs in panels of required size, applying Coaltar on the Concrete surface throughout its depth, providing thermocol at panel joints so as to create a gap of 12mm between panels, consolidating by mechanical vibrator, finished smooth to the exposed surface to proper grade and camber, texturing the top surface by brooming with wire brush, curing by ponding, barricading the area etc with supply of all materials, labour, T&P, all taxes, Port entry fees, royalties, tollage, all transportation charges, all testing, cost for design mix, hire & running charges of all machineries, sealing the top 50mm of the panel joints with bitumastic filler (But excluding cost of binding wire, form works made of ply/steel shutters, cost of Steel & labour charges for bending & binding of steel) etc. all complete excluding GST and as directed by Engineer in charge. | 5,144 | Each Cum | 5,050 ₹2,59,77,200 | 5,800 ₹2,98,35,200 | 4,796.55 ₹2,46,73,453.2 Lowest | 5,600 ₹2,88,06,400 | 4,881.5 ₹2,51,10,436 |
| 4.00 | Construction of Dry Lean Cement Concrete subbase over a prepared subgrade with coarse and fine aggregate confirming to IS:383, the size of coarse aggregate not exceeding 25mm., aggregate cement ration not to exceed 15:1, aggregate gradation after blending to be as per table 600.1, cement content not to be less than 150Kg./Cum., optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10MPA at 7 days, mixed in a batching plant, transported to site, laid and compacting with vibratory roller 8 to 10 ton capacity, finishing and curing as per clause 601 of MoSRT&H specification for road & bridge works (4th revision). | 1,380 | Each Cum | 3,000 ₹41,40,000 | 2,850 ₹39,33,000 | 2,900 ₹40,02,000 | 3,200 ₹44,16,000 | 2,581.32 ₹35,62,221.6 Lowest |
| 5.00 | P.C.C (1:3:6) of using 20 mm. & down C.B.G chips of approved quality in foundation & plinth including mixing hosting, laying to proper level & slope compacting, curing, watering charges etc. complete including cost & supply of all materials, labour, T&P, Gate entry fees, taxes, etc. all complete but excluding cost of GST as directed by Engineer-in-charge. | 414 | Each Cum | 3,500 ₹14,49,000 | 5,000 ₹20,70,000 | 5,000 ₹20,70,000 | 3,000 ₹12,42,000 Lowest | 5,073.39 ₹21,00,383.46 |
| 6.00 | Drilling holes for fixing reinforcement bars of required diameter by rotary drills or any approved method, cleaning the holes by blow out pump and with round brushes, grouting the reinforcement bars with suitable anchoring adhesive bars with suitable anchoring adhesive resins of HILTIMAKE HIT–HY 150 or equivalent resins, transporting hoisting, placing & proper fixing of reinforcement bars with cost & expenses of all materials, tools & plants, machineries taxes, tollage including providing barricades to the working area, Port entry fees etc. all complete excluding GST and as per direction of Engineer in charge (excluding cost of Steel).
Drilling 12 mm dia hole to a depth of 250 mm. | 2,205 | Each No. | 55 ₹1,21,275 Lowest | 350 ₹7,71,750 | 400 ₹8,82,000 | 150 ₹3,30,750 | 362.3 ₹7,98,871.5 |
| 7.00 | Deployment of Hydraulic Excavator of 1 cum bucket machineries for shifting the heapped earth, mixed cargo materials and damaged heavy concrete blocks etc. from site including hire & running charges of all machineries, equipments, cost of fuel & lubricants, labour, T&P, taxes, Gate entry fees etc. all complete excluding GST and as per direction of Engineer in charge.
NB : No idle hours shall be paid. | 16 | Each Hour | 750 ₹12,000 | 700 ₹11,200 | 700 ₹11,200 | 1,000 ₹16,000 | 639.4 ₹10,230.4 Lowest |
| 8.00Providing rigid smooth leak proof centering & shuttering made of steel/ply, plank of approved quality for R.C.C. structures and deshuttering and removing the same after due period with supply of all materials, labour, T&P, taxes, gate entry fees, royalties, tollage, etc. all complete but excluding GST as directed by Engineer-in-charge. | ||||||||
| 8.01 | RCC Foundation & footing bases of columns mass concrete and precast slab etc. | 1,699 | Each Sqm | 110 ₹1,86,890 | 150 ₹2,54,850 | 110 ₹1,86,890 | 100 ₹1,69,900 Lowest | 105.5 ₹1,79,244.5 |
| 9.00 | Supply Tor/TMT steel manufactured by SAIL/TISCON/VIGAC Steel of Fe-500 confirming to IS-1786 including cutting, straightening, bending, binding & placing the grills in position for RCC works binding the grills with binding wire of 18 to 20 gauge including supply of steel, labour, materials, Gate entry fees, transportation charges, T&P, taxes, etc. all complete but excluding GST as per the direction of Engineer-in-charge.
NB: No payment shall be made for extra weight than theoretical co-efficient. | 141 | Each Qntl | 8,050 ₹11,35,050 | 8,500 ₹11,98,500 | 7,500 ₹10,57,500 | 8,500 ₹11,98,500 | 6,622.7 ₹9,33,800.7 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
20 Apr 2022, 5:15 pmClosed
G. D. Sethy ,EE ,HWD-I,PPT
Office of the Harbour Works Division No.I, Engineering Department, Paradip Port Trust, First Floor, Administrative Building, Tele -06722-222020 Mob-9437120010
Improvement to existing backup space of CQ-I and CQ-II Berths in Harbour area.
2022_MoS_681147_1
CE/HWDI/ACCTS-08/21/153
Open Tender
Civil Works
Works
180 days
Paradip
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
As per eTCN and TD.
₹8.4 L
Yes
17 Jun 2022
29 Mar 2022
21 Apr 2022
29 Mar 2022
20 Apr 2022
29 Mar 2022
Amount
Earth work excavation in all kinds of soil from the existing ground level (drain section) in trenches & leveling with disposal of the excavated materials within all lead and all lifts with supply of all labour, materials, T&P, hire & running charges of all machineries/vehicles, cost of fuel & consumable etc., Port entry fees, all taxes etc all complete excluding GST and as per direction of Engineer in charge.
Dismantling and removing R.C.C. columns, beams, slab, staircase landing, lintels including stacking the useful materials for reuse and removing the debris within 50m with supply of all labour, T&P, staging, Gate entry fees, scaffolding, etc. complete cleaning the debrises with all taxes, including leads & lifts transportation & disposing at specified place and as per direction of Engineer-in-charge.
Cement concrete of M-30 grade (using Crusher broken hard granite chips of 12 mm to 20 mm size of approved quality for R.C.C work), mixing in a Batching Plant, transporting the concrete by any approved means, hoisting, laying in slabs in panels of required size, applying Coaltar on the Concrete surface throughout its depth, providing thermocol at panel joints so as to create a gap of 12mm between panels, consolidating by mechanical vibrator, finished smooth to the exposed surface to proper grade and camber, texturing the top surface by brooming with wire brush, curing by ponding, barricading the area etc with supply of all materials, labour, T&P, all taxes, Port entry fees, royalties, tollage, all transportation charges, all testing, cost for design mix, hire & running charges of all machineries, sealing the top 50mm of the panel joints with bitumastic filler (But excluding cost of binding wire, form works made of ply/steel shutters, cost of Steel & labour charges for bending & binding of steel) etc. all complete excluding GST and as directed by Engineer in charge.
Construction of Dry Lean Cement Concrete subbase over a prepared subgrade with coarse and fine aggregate confirming to IS:383, the size of coarse aggregate not exceeding 25mm., aggregate cement ration not to exceed 15:1, aggregate gradation after blending to be as per table 600.1, cement content not to be less than 150Kg./Cum., optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10MPA at 7 days, mixed in a batching plant, transported to site, laid and compacting with vibratory roller 8 to 10 ton capacity, finishing and curing as per clause 601 of MoSRT&H specification for road & bridge works (4th revision).
P.C.C (1:3:6) of using 20 mm. & down C.B.G chips of approved quality in foundation & plinth including mixing hosting, laying to proper level & slope compacting, curing, watering charges etc. complete including cost & supply of all materials, labour, T&P, Gate entry fees, taxes, etc. all complete but excluding cost of GST as directed by Engineer-in-charge.
Drilling holes for fixing reinforcement bars of required diameter by rotary drills or any approved method, cleaning the holes by blow out pump and with round brushes, grouting the reinforcement bars with suitable anchoring adhesive bars with suitable anchoring adhesive resins of HILTIMAKE HIT–HY 150 or equivalent resins, transporting hoisting, placing & proper fixing of reinforcement bars with cost & expenses of all materials, tools & plants, machineries taxes, tollage including providing barricades to the working area, Port entry fees etc. all complete excluding GST and as per direction of Engineer in charge (excluding cost of Steel). Drilling 12 mm dia hole to a depth of 250 mm.
Deployment of Hydraulic Excavator of 1 cum bucket machineries for shifting the heapped earth, mixed cargo materials and damaged heavy concrete blocks etc. from site including hire & running charges of all machineries, equipments, cost of fuel & lubricants, labour, T&P, taxes, Gate entry fees etc. all complete excluding GST and as per direction of Engineer in charge. NB : No idle hours shall be paid.
Providing rigid smooth leak proof centering & shuttering made of steel/ply, plank of approved quality for R.C.C. structures and deshuttering and removing the same after due period with supply of all materials, labour, T&P, taxes, gate entry fees, royalties, tollage, etc. all complete but excluding GST as directed by Engineer-in-charge.
RCC Foundation & footing bases of columns mass concrete and precast slab etc.
Supply Tor/TMT steel manufactured by SAIL/TISCON/VIGAC Steel of Fe-500 confirming to IS-1786 including cutting, straightening, bending, binding & placing the grills in position for RCC works binding the grills with binding wire of 18 to 20 gauge including supply of steel, labour, materials, Gate entry fees, transportation charges, T&P, taxes, etc. all complete but excluding GST as per the direction of Engineer-in-charge. NB: No payment shall be made for extra weight than theoretical co-efficient.
Supplying & forming 12mm wide x 85mm deep longitudinal joints by fixing 12 mm dia 640mm long HYSD bars @ 450mm C/C painted 50mm at center with anti-corrosive paint including providing & fixing bitumen paper, painting one side of concrete surface (250mm thick) with bituminous black paint, cutting grooves of required size and sealing the grooves with bitumastic filler etc, complete with cost & supply of all materials, reinforcement, T&P, labour, Gate entry fees, Hire and running charges of all machineries, safety measures, taxes excluding GST etc., all complete as directed by Engineer-In-Charge.
Supplying & forming 12mm wide x 60mm deep contraction joints by fixing 32 mm dia 450mm long mild steel round bars @ 300mm C/C including painting two third of the bars with anticorrosive paint & covering the same with 125 micron polythene fitted & cutting grooves of required size and sealing the grooves with bitumastic filler etc, complete with cost & supply of all materials including dowel bars, T&P, labour, gate entry fees, Hire & running charges, of all machineries, safety measures, taxes excluding GST etc. all complete as directed by Engineer in charge
Supplying and laying 125 Micron polythene separation membrane with overlapping of 300 mm at joints including cleaning the surface before placing the membrane etc., complete including cost of all materials, labour, T&P, gate entry fees, tollage, taxes excluding GST etc, all complete as directed by the Engineer In Charge. N.B. : No payment will be made for overlapping.
Supply of labour, machineries, T&P, single phase power supply unit etc. for core cutting in concrete works of following specifications including cutting in to size perfectly in uniform shape including Port entry fees, all taxes, hire and running charges of all machineries, equipments, Generator (DG Set) for single phase power supply, cost of fuel and consumables, operator expenses etc. all complete excluding GST and as per direction of Engineer in charge. Core Cutting : 200mm dia x 300mm Depth.
Bijan Kumar Parida
NNS CONSTRUCTIONS AND ENGINEERING PRIVATE LIMITED
M/S.Parikshita Chuli and Sons
Ms Gangadhar Jena
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