Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹96,876 (0.37%)Admitted-Finance | ₹2.7 Cr+₹96,876 (0.37%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 Cr+₹11.1 L (4.21%)Admitted-Finance 806 8TH FLOOR MULUND WEST NEPTUNE UPTOWN N S ROAD VILLAGE TOWN MULUND CITY MUMBAI MUMBAI MAHARASHTRA 400080 INDIA | MUMBAI SUBURBAN | MAHARASHTRA | 400080 | ₹2.8 Cr+₹11.1 L (4.21%) | L3 | Admitted-Finance |
| 4 | L4₹2.8 Cr+₹13.0 L (4.91%)Admitted-Finance | ₹2.8 Cr+₹13.0 L (4.91%) | L4 | Admitted-Finance |
| 5 | L5₹2.8 Cr+₹13.5 L (5.09%)Admitted-Finance | ₹2.8 Cr+₹13.5 L (5.09%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SANJAY KUMAR UPADHYAY L1 | Encee Rail Engineers and Fabricators Pvt Ltd L3 | M/S TRIBHUBAN DAS L8 | Ms Gangadhar Jena L5 | M/S BHAIRAB CHARAN SWAIN L7 | SUBRAT KUMAR BEHURA L4 | M/s.SAI SHREYASI CONSTRUCTION L6 | M/S Mukund Kumar Singh & Co L9 | CHITTA RANJAN SWAIN L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling cement concrete by mechanical/ any means including stacking the useful materials for reuse and removing the debris within intial lift and 500mtr lead with supply of all labour, T&P, staging, 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. ( Excluding Cost of GST). | 69 | Each cum | 1,400 ₹96,600 | 1,000 ₹69,000 | 800 ₹55,200 | 500 ₹34,500 | 200 ₹13,800 | 500 ₹34,500 | 120 ₹8,280 Lowest | 980 ₹67,620 | 1,000 ₹69,000 |
| 2.00 | Earth work excavation in all kind of soil mixed with gravel/bituminious road sub base with initial lift and 5KM lead including rough dressing in layers depositing the materials (excavated earth /mixed earth ) at designated place/debris yard by loading at one end and unloading at other end including hire and running charges of vechicles used for shifting of materials,cost of fuel, transpoted vechiles icluding all cost of excavation ,shifting, all taxes,labour, T &P , machinatries etc all complete as directed by the Engineer-in-charge.( Excluding cost of GST). | 999.9 | Each cum | 2,150 ₹21,49,785 | 90 ₹89,991 | 120 ₹1,19,988 | 120 ₹1,19,988 | 180 ₹1,79,982 | 140 ₹1,39,986 | 50 ₹49,995 Lowest | 550 ₹5,49,945 | 100 ₹99,990 |
| 3.00 | Supplying and filling the low laying area/ road sub base with saline sand or dreged spoil as per required level in layer wise ,each layer not exceed 1mtr.,watering ,compacting with VRR to achive OMC including cost of transportation , cost of royalilies , loading and unloading placing at site , etc all complete as directed By EIC. (Excluding Cost of GST). Note: 10.00% of voids will be deducted from measured quantity for payment purpose. | 208.5 | Each cum | 1,200 ₹2,50,200 | 200 ₹41,700 Lowest | 200 ₹41,700 Lowest | 290 ₹60,465 | 350 ₹72,975 | 450 ₹93,825 | 250 ₹52,125 | 1,150 ₹2,39,775 | 300 ₹62,550 |
| 4.00 | Supplying & laying quarry dust of aprroved as sub-base in layers not exceeding 225mm thick each 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. | 48 | Each cum | 2,000 ₹96,000 | 1,100 ₹52,800 | 850 ₹40,800 | 1,000 ₹48,000 | 1,200 ₹57,600 | 1,000 ₹48,000 | 700 ₹33,600 Lowest | 950 ₹45,600 | 1,100 ₹52,800 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of IRC Gr-II(63 mm to 45 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 of coarse aggregate 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. | 770 | Each Cum | 4,500 ₹34,65,000 | 2,150 ₹16,55,500 | 2,100 ₹16,17,000 | 2,100 ₹16,17,000 | 2,200 ₹16,94,000 | 2,600 ₹20,02,000 | 1,700 ₹13,09,000 | 1,620 ₹12,47,400 Lowest | 1,800 ₹13,86,000 |
| 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). | 807.03 | Each cum | 4,500 ₹36,31,635 | 2,650 ₹21,38,629.5 | 2,750 ₹22,19,332.5 | 2,300 ₹18,56,169 | 4,200 ₹33,89,526 | 2,750 ₹22,19,332.5 | 1,800 ₹14,52,654 Lowest | 3,250 ₹26,22,847.5 | 3,000 ₹24,21,090 |
| 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 Chrage. (N.B. : No payment will be made for overlapping.) | 5,124 | Each Sqm | 12 ₹61,488 | 5 ₹25,620 Lowest | 7.5 ₹38,430 | 20 ₹1,02,480 | 25 ₹1,28,100 | 5 ₹25,620 Lowest | 6 ₹30,744 | 15 ₹76,860 | 20 ₹1,02,480 |
| 8.00 | Supplying & forming 12mm wide x 85mm deep longitudional 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, Hire and running charges of all machineries, safety measures, taxes excluding GST etc., all complete as directed by Engineer-In-Charge. | 676 | Each Rmt. | 100 ₹67,600 Lowest | 200 ₹1,35,200 | 130 ₹87,880 | 200 ₹1,35,200 | 900 ₹6,08,400 | 200 ₹1,35,200 | 680 ₹4,59,680 | 720 ₹4,86,720 | 150 ₹1,01,400 |
| 9.00 | 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, Hire and running charges, of all machineries, safety measures, taxes excluding GST etc. all complete as directed by Engineer-In-Charge. | 1,271.5 | Each Rmt. | 400 ₹5,08,600 Lowest | 1,000 ₹12,71,500 | 600 ₹7,62,900 | 850 ₹10,80,775 | 1,200 ₹15,25,800 | 800 ₹10,17,200 | 450 ₹5,72,175 | 850 ₹10,80,775 | 800 ₹10,17,200 |
| 10.00 | 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. | 117 | Each Rmt. | 500 ₹58,500 Lowest | 1,100 ₹1,28,700 | 500 ₹58,500 Lowest | 900 ₹1,05,300 | 1,200 ₹1,40,400 | 1,000 ₹1,17,000 | 600 ₹70,200 | 880 ₹1,02,960 | 1,000 ₹1,17,000 |
Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
23 Jan 2024, 5:00 pmClosed
K P MISHRA,EE,PRD,PPA
K P MISHRA,EE,PRD,PPA
Providing concrete road from TT6 Junction (MCHP) to new Flyover and repairing of Bitumen surface in front of MCHP Workshop inside Harbour area.
2024_MoS_788589_1
CE/PRD/ACCTS-32/23/04
Open Tender
Civil Works
Works
300 days
Paradip
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
As per Tender Document and e-TCN
₹6.2 L
Yes
2 Feb 2024
3 Jan 2024
24 Jan 2024
3 Jan 2024
23 Jan 2024
3 Jan 2024
Amount
Dismantling cement concrete by mechanical/ any means including stacking the useful materials for reuse and removing the debris within intial lift and 500mtr lead with supply of all labour, T&P, staging, 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. ( Excluding Cost of GST).
Earth work excavation in all kind of soil mixed with gravel/bituminious road sub base with initial lift and 5KM lead including rough dressing in layers depositing the materials (excavated earth /mixed earth ) at designated place/debris yard by loading at one end and unloading at other end including hire and running charges of vechicles used for shifting of materials,cost of fuel, transpoted vechiles icluding all cost of excavation ,shifting, all taxes,labour, T &P , machinatries etc all complete as directed by the Engineer-in-charge.( Excluding cost of GST).
Supplying and filling the low laying area/ road sub base with saline sand or dreged spoil as per required level in layer wise ,each layer not exceed 1mtr.,watering ,compacting with VRR to achive OMC including cost of transportation , cost of royalilies , loading and unloading placing at site , etc all complete as directed By EIC. (Excluding Cost of GST). Note: 10.00% of voids will be deducted from measured quantity for payment purpose.
Supplying & laying quarry dust of aprroved as sub-base in layers not exceeding 225mm thick each 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(63 mm to 45 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 of coarse aggregate 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 Chrage. (N.B. : No payment will be made for overlapping.)
Supplying & forming 12mm wide x 85mm deep longitudional 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, 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, Hire and running charges, of all machineries, safety measures, taxes excluding GST etc. all complete as directed by Engineer-In-Charge.
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.
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 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 necessary. (Material tesing cost will be borne by the contractor. The work will be done without paver sensor).
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.
F&P for road portion
RCC Wall
Cement concrete (1:1.5:3) using 12mm to 20mm size C.B.G. chips for all floors, foundation & plinth etc. of approved quality mixing, hoisting, laying, compacting, curing with cost and supply of all materials, labour, T&P, taxes, tollage, royalties, etc. all complete but excluding 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 including binding the grills with binding wire of 18 to 20 gauge including cost of steel, all labour,materials, transportation charges, T&P, taxes, etc. all completebut excluding GST as per the direction of Engineer-in-charge. NB: No payment shall be made for extra weight than theoretical co-efficient.
Making 50mmx50mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead with supply of all material labour, transportation, hire and running charges of equipments, taxes, tollage, royalties etc. all complete but excluding GST as directed by Engineer-in-Charge.
Providing and applying tack coat by emulsion pressure distributer with bitumen emulsion on prepared surface of bituminous/granular Base including brooming of road surface and cleaning the forigh materials by using air compressior before applying and spraying primer at the rate of 0.20 kg/sqm as per Clause 503 of MoSRT&H Specifications 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 (for new road work)
Providing and laying dense graded bituminous macadam with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 40 mm-25 mm @ 22%,25-10 mm @13%,10-5 mm @19%, 4.75 mm @44% and stone dust @2% of total volume of chips adding premixed with bituminous binder of VG-30 bitumen of 4% of total volume, transported to site, laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled by VRR to achieve the desired compaction as per clauses 501.6 and 501.7 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 and laying 25 mm thickdense semi dense bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates ,,10-5 mm @57%, 4.75 mm and below @41% and stone dust @2% of total volume of chips adding premixed with bituminous binder of VG-30 bitumen of 5% of total volume, transported to site, laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled by VRR to achieve the desired compaction as per clauses 501.6 and 501.7 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.
Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bitumin tack coat 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.
Engagement of following machinariries like JCB, Hydra , Tractor or equivalant machinies for shifting of mixed cargo, scrap ,coal or iron dust ,debrises etc from the work site and depositing the the materilas at designated /identified place/space including supply of all labour , T &P , hire and running charges of machinaries , cost of fuel, lubricant, operator cost, marching charge, watch and ward,Port entry fees etc all complete including cost of all taxes ,but excluding Cost of GST as directed by EIC. ( No Idle charge will be paid. Only the woring hour will be considered for payment).
Engagement of JCB/Poclean
Engament of Tractor
Engament of Hydra
Blinding road surface with 6mm thick Quarry Dust over the final surface of bitumen 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.
Engagement of 5HP Diesel Pump sets and placing those pumps at required locations inside prohibited area for dewatering of stagnated water by pumping including fuel and consumable, providing required length of suction and delivery pipes with supply of all labour, T&P, engagment, hire & running charges of Pump, transportation charges, tollage, Operator cost, Port entry fee with barricading the same area if required etc. including all taxes excluding G.S.T all complete as directed by Engineer-in-charge. (No idle charges will be paid. Pumps will be engaged as and when required).
CHITTA RANJAN SWAIN
Encee Rail Engineers and Fabricators Pvt Ltd
SUBRAT KUMAR BEHURA
Ms Gangadhar Jena
M/s.SAI SHREYASI CONSTRUCTION
M/S BHAIRAB CHARAN SWAIN
M/S TRIBHUBAN DAS
M/S Mukund Kumar Singh & Co
stage.html
html • 0.04 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 • 1.75 MB
BOQ_828876.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 .