Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAdmitted-Finance | ₹7.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.3 Cr+₹47.7 L (6.08%)Admitted-Finance | ₹8.3 Cr+₹47.7 L (6.08%) | L2 | Admitted-Finance |
| 3 | L3₹8.4 Cr+₹55.7 L (7.11%)Admitted-Finance MADHUBAN PO PARADIP DIST JAGATSINGHPUR 754 142 ODISHA | JAGATSINGHAPUR | ODISHA | 754142 | ₹8.4 Cr+₹55.7 L (7.11%) | L3 | Admitted-Finance |
| 4 | L4₹8.5 Cr+₹68.5 L (8.73%)Admitted-Finance | ₹8.5 Cr+₹68.5 L (8.73%) | L4 | Admitted-Finance |
| 5 | L5₹8.7 Cr+₹81.9 L (10.4%)Admitted-Finance | ₹8.7 Cr+₹81.9 L (10.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NNS CONSTRUCTIONS AND ENGINEERING PRIVATE LIMITED L6 | Ms Gangadhar Jena L9 | M/S BHAIRAB CHARAN SWAIN L2 | Encee Rail Engineers and Fabricators Pvt Ltd L10 | SANJAY KUMAR UPADHYAY L5 | KAMALAKANTA ENGINEERING AND CONSTRUCTION COMPANY PVT LTD L13 | BP Constructions and Engineers PVT. LTD. L12 | M/S.Parikshita Chuli and Sons L7 | Bidyadhar Swain L8 | CMRGS INFRASTRUCTURE PROJECTS LIMITED L1 | M/S TRIBHUBAN DAS L3 | LAXMI ENTERPRISES L4 | MATA JANKI CONCRETE PRIVATE LIMITED L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 cleaning the debrises with with supply of all materials, labour, T&P, staging, scaffolding, watering, curing, taxes,, tollage, royalties,port entry fees etc. complete but excluding GST & as per direction of Engineer-in-charge all taxes, including leads & lifts transportation & disposing at specified place and as per direction of Engineer-in-charge. | 87 | Each Cum | 800 ₹69,600 | 700 ₹60,900 | 100 ₹8,700 Lowest | 1,300 ₹1,13,100 | 1,195.06 ₹1,03,970.22 | 2,497 ₹2,17,239 | 2,350 ₹2,04,450 | 550 ₹47,850 | 450 ₹39,150 | 800 ₹69,600 | 979 ₹85,173 | 1,590 ₹1,38,330 | 1,000 ₹87,000 |
| 2.00 | Earth work in excavation in all kinds of soil and disposing the same at a designated place with in a lead of 5km & lifting the same with dressing, leveling & compacting the foundation bed, breaking the clods to maximum 5cm to 7cm, and keeping the required quantities for back filling with cost of labour, T&P,Port Entry Fees, tollage,transportation, loading at one end & unloading at other end, all taxes, excluding GST all complete as per the direction of Engineer-in-charge. | 20,362.5 | Each Cum | 100.1 ₹20,38,286.25 | 130 ₹26,47,125 | 45 ₹9,16,312.5 Lowest | 50 ₹10,18,125 | 204.78 ₹41,69,832.75 | 291 ₹59,25,487.5 | 342 ₹69,63,975 | 55 ₹11,19,937.5 | 45 ₹9,16,312.5 Lowest | 60 ₹12,21,750 | 90 ₹18,32,625 | 130 ₹26,47,125 | 200 ₹40,72,500 |
| 3.00 | Filling the low laying area with saline sand or dreged spoil as per required level in layer wise ,each layer Not exceeding 1mtr. with a lead of 5 km,watering ,compacting with VRR to achive optimim moisture content etc all complete including Supply of all material , labour , T&P, hire and running charge of Equipments, port entry fees. all taxes ,tollage etc all complete but excluding GST. as directed by EIC.
NB: 10.00% voids will be deducted from actual measurment at site to achieve the payabe quantity. | 6,310 | Each Cum | 250 ₹15,77,500 | 300 ₹18,93,000 | 149 ₹9,40,190 Lowest | 200 ₹12,62,000 | 362.38 ₹22,86,617.8 | 724 ₹45,68,440 | 350 ₹22,08,500 | 150 ₹9,46,500 | 195 ₹12,30,450 | 200 ₹12,62,000 | 180 ₹11,35,800 | 360 ₹22,71,600 | 200 ₹12,62,000 |
| 4.00 | Providing & laying quarry dust of aprroved as sub-base in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C with Vibratory Roller with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC | 2,857 | Each Cum | 1,000 ₹28,57,000 | 1,000 ₹28,57,000 | 600 ₹17,14,200 Lowest | 1,100 ₹31,42,700 | 1,066.08 ₹30,45,790.56 | 2,157 ₹61,62,549 | 1,420 ₹40,56,940 | 900 ₹25,71,300 | 980 ₹27,99,860 | 700 ₹19,99,900 | 875 ₹24,99,875 | 740 ₹21,14,180 | 1,500 ₹42,85,500 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of IRC Gr-II(53 mm to 22.4 mm ) size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite and to fill up the interstices with Quarry dust , watering and compacting to the required density as per clause 404 of MORTH specification for Road & Bridge works with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC | 5,762 | Each Cum | 2,000 ₹1,15,24,000 | 2,390 ₹1,37,71,180 | 2,000 ₹1,15,24,000 | 2,100 ₹1,21,00,200 | 2,288.64 ₹1,31,87,143.68 | 2,950 ₹1,69,97,900 | 2,480 ₹1,42,89,760 | 1,850 ₹1,06,59,700 | 2,050 ₹1,18,12,100 | 1,700 ₹97,95,400 Lowest | 2,000 ₹1,15,24,000 | 1,800 ₹1,03,71,600 | 2,000 ₹1,15,24,000 |
| 6.00 | Construction of dry lean cement concrete subbase over a preapred 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 batcking plant, transported to site, laid and compacting with vibratory roller 8 to 10 ton capacity , finshing and curing as per clause 601 of MoSRT&H specification for road & bridge works (4th revision). | 2,881 | Each Cum | 2,200 ₹63,38,200 Lowest | 2,440 ₹70,29,640 | 3,180 ₹91,61,580 | 2,500 ₹72,02,500 | 2,334.54 ₹67,25,809.74 | 4,290 ₹1,23,59,490 | 4,980 ₹1,43,47,380 | 3,950 ₹1,13,79,950 | 2,200 ₹63,38,200 Lowest | 3,000 ₹86,43,000 | 2,575 ₹74,18,575 | 2,600 ₹74,90,600 | 4,000 ₹1,15,24,000 |
| 7.00 | 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, tollage, taxes excluding GSTetc, all complete as directed by the Engineer In CHourage. (N.B. : Nos payment will be made for overlapping.) | 20,010 | Each Sqm | 6 ₹1,20,060 | 20 ₹4,00,200 | 25 ₹5,00,250 | 5 ₹1,00,050 | 4.78 ₹95,647.8 | 6.5 ₹1,30,065 | 43 ₹8,60,430 | 20 ₹4,00,200 | 4.5 ₹90,045 Lowest | 15 ₹3,00,150 | 8 ₹1,60,080 | 15 ₹3,00,150 | 150 ₹30,01,500 |
| 8.00 | Cement concrete of M-30 grade of PQC by using Crusher broken hard granite chips of 12mm to 20 mm size of approved quality for RCC road work, mixing in a Batching plant, transporting the concrete by any approved means, hoisting, laying with a mechanical paver with auto vibrator on road pavement slabs in panels of required size,providing thermocol at top 50 mm of the panel joints so as to create a gap of 12mm between panels, compacting by mechanical vibrator with 60mm needle 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 for proper safety of the fresh concrete without obstructing the traffic, etc with supply of all materials, labour, T&P, tollage, all transportation charges, engagement,hire & running charges of all machineries, taxes excluding GST and
excluding cost of formwork, cost of joints, cost of steel & labour charges for bending & binding of steel etc all complete as directed by Engineer in Charge. (N.B. : 1)Two separate Mix Design shall be conducted with different Cement brand for RCC work & Barricading the site if required.2)material testing cost borne by contractor.) | 5,149.5 | Each Cum | 5,983 ₹3,08,09,458.5 | 6,200 ₹3,19,26,900 | 5,799 ₹2,98,61,950.5 | 6,800 ₹3,50,16,600 | 5,580.74 ₹2,87,38,020.63 | 7,795 ₹4,01,40,352.5 | 7,500 ₹3,86,21,250 | 5,630 ₹2,89,91,685 | 7,150 ₹3,68,18,925 | 5,200 ₹2,67,77,400 Lowest | 5,500 ₹2,83,22,250 | 5,800 ₹2,98,67,100 | 6,000 ₹3,08,97,000 |
| 9.00 | C.C M30 for RCC works using 12mm to 20mm size C.B.H.G. chips of approved quality for foundation & Wall etc. of including , hoisting, laying in proper level, consolidating by mechanical vibrator of 40 to 60 niddle,finished smooth to the form work and exposed surface, curing, water charges, including cost of all materials, labour, Transportation, , engagement & hire charges of all mechaniries, and safety of workmen,T&P ,Port Entry Fees, all taxes excluding GST etc.all complete but excluding cost of reinforcement,and bending/binding charges as directed by Engineer-in-charge. | 1,335 | Each cum | 5,100 ₹68,08,500 | 5,200 ₹69,42,000 | 4,599 ₹61,39,665 | 4,000 ₹53,40,000 Lowest | 4,042.2 ₹53,96,337 | 7,190 ₹95,98,650 | 7,600 ₹1,01,46,000 | 4,500 ₹60,07,500 | 5,700 ₹76,09,500 | 5,200 ₹69,42,000 | 5,500 ₹73,42,500 | 4,900 ₹65,41,500 | 6,000 ₹80,10,000 |
| 10.00 | 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, taxes, etc. complete but excluding cost of GST as directed by Engineer-in-charge. | 323.5 | Each Cum | 5,100 ₹16,49,850 | 4,250 ₹13,74,875 | 3,800 ₹12,29,300 | 4,000 ₹12,94,000 | 4,588.36 ₹14,84,334.46 | 5,750 ₹18,60,125 | 5,150 ₹16,66,025 | 3,500 ₹11,32,250 | 3,500 ₹11,32,250 | 3,000 ₹9,70,500 Lowest | 4,000 ₹12,94,000 | 5,956 ₹19,26,766 | 4,500 ₹14,55,750 |
Tender Value
₹10.9 Cr
EMD Value
₹20.9 L
Closing Date
8 Nov 2023, 5:15 pmClosed
JAMINI KANTA MOHANTY,EE,HWD-III,PPA
JAMINI KANTA MOHANTY,EE,HWD-III,PPA
Development of Iron Ore Plots at IOHP measuring 20,000 Sqm area in phases of 5000 Sqm Phase-II
2023_MoS_777078_1
CE/HWD-III/ACCTS-06/23/410
Open Tender
Civil Works
Works
365 days
Paradip
Refer Tender Document and e-TCN
5 documents required · 5 mandatory
₹10,000
Yes
As per Tender Document and e-TCN
₹20.9 L
Yes
22 Dec 2023
18 Oct 2023
9 Nov 2023
18 Oct 2023
8 Nov 2023
18 Oct 2023
Amount
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 cleaning the debrises with with supply of all materials, labour, T&P, staging, scaffolding, watering, curing, taxes,, tollage, royalties,port entry fees etc. complete but excluding GST & as per direction of Engineer-in-charge all taxes, including leads & lifts transportation & disposing at specified place and as per direction of Engineer-in-charge.
Earth work in excavation in all kinds of soil and disposing the same at a designated place with in a lead of 5km & lifting the same with dressing, leveling & compacting the foundation bed, breaking the clods to maximum 5cm to 7cm, and keeping the required quantities for back filling with cost of labour, T&P,Port Entry Fees, tollage,transportation, loading at one end & unloading at other end, all taxes, excluding GST all complete as per the direction of Engineer-in-charge.
Filling the low laying area with saline sand or dreged spoil as per required level in layer wise ,each layer Not exceeding 1mtr. with a lead of 5 km,watering ,compacting with VRR to achive optimim moisture content etc all complete including Supply of all material , labour , T&P, hire and running charge of Equipments, port entry fees. all taxes ,tollage etc all complete but excluding GST. as directed by EIC. NB: 10.00% voids will be deducted from actual measurment at site to achieve the payabe quantity.
Providing & laying quarry dust of aprroved as sub-base in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C with Vibratory Roller with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC
Providing, laying, spreading and compacting stone aggregates of IRC Gr-II(53 mm to 22.4 mm ) size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite and to fill up the interstices with Quarry dust , watering and compacting to the required density as per clause 404 of MORTH specification for Road & Bridge works with supply of all material labour transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC
Construction of dry lean cement concrete subbase over a preapred 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 batcking plant, transported to site, laid and compacting with vibratory roller 8 to 10 ton capacity , finshing and curing as per clause 601 of MoSRT&H specification for road & bridge works (4th revision).
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, tollage, taxes excluding GSTetc, all complete as directed by the Engineer In CHourage. (N.B. : Nos payment will be made for overlapping.)
Cement concrete of M-30 grade of PQC by using Crusher broken hard granite chips of 12mm to 20 mm size of approved quality for RCC road work, mixing in a Batching plant, transporting the concrete by any approved means, hoisting, laying with a mechanical paver with auto vibrator on road pavement slabs in panels of required size,providing thermocol at top 50 mm of the panel joints so as to create a gap of 12mm between panels, compacting by mechanical vibrator with 60mm needle 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 for proper safety of the fresh concrete without obstructing the traffic, etc with supply of all materials, labour, T&P, tollage, all transportation charges, engagement,hire & running charges of all machineries, taxes excluding GST and excluding cost of formwork, cost of joints, cost of steel & labour charges for bending & binding of steel etc all complete as directed by Engineer in Charge. (N.B. : 1)Two separate Mix Design shall be conducted with different Cement brand for RCC work & Barricading the site if required.2)material testing cost borne by contractor.)
C.C M30 for RCC works using 12mm to 20mm size C.B.H.G. chips of approved quality for foundation & Wall etc. of including , hoisting, laying in proper level, consolidating by mechanical vibrator of 40 to 60 niddle,finished smooth to the form work and exposed surface, curing, water charges, including cost of all materials, labour, Transportation, , engagement & hire charges of all mechaniries, and safety of workmen,T&P ,Port Entry Fees, all taxes excluding GST etc.all complete but excluding cost of reinforcement,and bending/binding charges as directed by Engineer-in-charge.
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, taxes, etc. complete but excluding cost of GST as directed by Engineer-in-charge.
Supply Tor/TMT steel manufactured by SAIL/TISCON/ VIZAG 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, 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).
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, royalties, tollage, etc. all complete but excluding GST as directed by Engineer-in-charge
Foundation & Plinth
Roof Slab
Supplying & forming 25mm wide x 250mm deep expansion joints by fixing 32 mm dia 450mm long mild steel bars @ 300mm C/C including painted 275mm length of bars with anti-corrosive paint & covering the same with 125 micron polythene fitted and HDFC/G.I. cap of 100 mm long at the other end including fixing 25mm thick & 220 mm deep joint filler Board (Shalitax or equivalent) painting one side of concrete surface with bituminous black paint & sealing the groove with bitumastic filler etc, all complete with cost & supply of all materials including dowel bars, T&P, labour, Hire and running charges, of all machineries, safety measures, taxes excluding GST etc., all complete as directed by Engineer-In-Charge.
Deployment of unskilled labour for cleaning all the debrises properly from the work site & for other miscellaneous work including T&P, port entry fees per mandays,safety equipments etc. with all complete excluding GST and as per the direction of Engineer-in-charge.
Engagement the following machineries for Cutting & removal of Extra earth & debrises from the work site including loading one end & unloading at the other end,engagement,hire and running charges, operator expenses,fuel,lubricants with all materials, labour, T&P, taxes,Port Entry Fees, Cost of Operator but excluding GST etc all complete and as per direction of Engineer-in-charge. NB-No idle Charges shall be paid.
Earth Excavator 2 Cum bucket Capacity
Engage of Hyva
M/S BHAIRAB CHARAN SWAIN
M/S TRIBHUBAN DAS
LAXMI ENTERPRISES
SANJAY KUMAR UPADHYAY
NNS CONSTRUCTIONS AND ENGINEERING PRIVATE LIMITED
M/S.Parikshita Chuli and Sons
Bidyadhar Swain
Ms Gangadhar Jena
Encee Rail Engineers and Fabricators Pvt Ltd
MATA JANKI CONCRETE PRIVATE LIMITED
BP Constructions and Engineers PVT. LTD.
KAMALAKANTA ENGINEERING AND CONSTRUCTION COMPANY PVT LTD
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.22 MB
BOQ_816855.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .