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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹3.3 Cr+₹55,987 (0.17%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹3.4 Cr+₹9.0 L (2.69%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹3.6 Cr+₹27.1 L (8.14%)Admitted-Finance 2 YOUR TENDER SUBMITTED ON 23 06 2026 ON E TENDER WEBSITE 3 YOUR PRICE BID OPENED ON 07 07 2026 ON E TENDER WEBSITE SIR THIS IS TO NOTIFY YOU THAT YOUR TENDER FOR THE WORK UNDER REFERENCE HAS BEEN | L4 | Admitted-Finance | |
| 5 | L5₹3.8 Cr+₹42.5 L (12.8%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s.SAI SHREYASI CONSTRUCTION L3 | GURU CHARAN DAS L2 | NNS CONSTRUCTIONS AND ENGINEERING PRIVATE LIMITED L4 | M/s. P N Construction L5 | PADMABATI INFRAPROJECTS PVT. LTD. L8 | M/S TRIBHUBAN DAS L7 | M/S BHAIRAB CHARAN SWAIN L1 | bishwambhar constructions and projects india private limited L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling cement concrete including stacking the useful materials for reuse and removing the debris within 50m 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 GST). | 368 | Each cum | 350 ₹1,28,800 Lowest | 500 ₹1,84,000 | 800 ₹2,94,400 | 1,500 ₹5,52,000 | 850 ₹3,12,800 | 780 ₹2,87,040 | 800 ₹2,94,400 | 1,800 ₹6,62,400 |
| 2.00 | Earth work in all kind of soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge (Excluding GST). | 6,514.5 | Each cum | 130 ₹8,46,885 | 100 ₹6,51,450 | 90 ₹5,86,305 | 180 ₹11,72,610 | 120 ₹7,81,740 | 100 ₹6,51,450 | 60 ₹3,90,870 Lowest | 110 ₹7,16,595 |
| 3.00 | Filling in foundation and plinth with filling dredged spoil including watering and ramming but excluding cost of GST as directed by the Engineer-in-charge | 1,360 | Each cum | 150 ₹2,04,000 | 200 ₹2,72,000 | 190 ₹2,58,400 | 180 ₹2,44,800 | 250 ₹3,40,000 | 300 ₹4,08,000 | 300 ₹4,08,000 | 80 ₹1,08,800 Lowest |
| 4.00 | P.C.C(1:3:6) of using 40mm. & 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 | 238 | Each Cum | 4,000 ₹9,52,000 | 4,200 ₹9,99,600 | 4,000 ₹9,52,000 | 3,700 ₹8,80,600 | 7,000 ₹16,66,000 | 4,600 ₹10,94,800 | 3,000 ₹7,14,000 Lowest | 4,200 ₹9,99,600 |
| 5.00 | Making 50 mm x 50 mm furrows, 25mm/ 50mm 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 transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC. | 1,345 | Each Sqm | 35 ₹47,075 | 4 ₹5,380 Lowest | 15 ₹20,175 | 5 ₹6,725 | 50 ₹67,250 | 10 ₹13,450 | 5 ₹6,725 | 140 ₹1,88,300 |
| 6.00 | 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. | 852.5 | Each cum | 2,350 ₹20,03,375 | 2,100 ₹17,90,250 | 2,200 ₹18,75,500 | 1,800 ₹15,34,500 | 2,850 ₹24,29,625 | 2,100 ₹17,90,250 | 1,700 ₹14,49,250 | 1,150 ₹9,80,375 Lowest |
| 7.00 | 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 170Kg./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) as per directionof Engineer-in-Charge (Excluding GST). | 887.5 | Each Cum | 2,560 ₹22,72,000 | 2,000 ₹17,75,000 | 4,000 ₹35,50,000 | 3,500 ₹31,06,250 | 4,500 ₹39,93,750 | 2,500 ₹22,18,750 | 3,200 ₹28,40,000 | 650 ₹5,76,875 Lowest |
| 8.00 | 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.) | 8,300.5 | Each Sqm | 20 ₹1,66,010 | 6 ₹49,803 Lowest | 15 ₹1,24,507.5 | 15 ₹1,24,507.5 | 120 ₹9,96,060 | 8 ₹66,404 | 20 ₹1,66,010 | 65 ₹5,39,532.5 |
| 9.00 | 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. | 683 | Each RMT | 180 ₹1,22,940 | 150 ₹1,02,450 | 450 ₹3,07,350 | 170 ₹1,16,110 | 2,500 ₹17,07,500 | 200 ₹1,36,600 | 100 ₹68,300 Lowest | 100 ₹68,300 Lowest |
| 10.00 | 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. | 733 | Each RMT | 900 ₹6,59,700 | 500 ₹3,66,500 | 900 ₹6,59,700 | 900 ₹6,59,700 | 2,800 ₹20,52,400 | 350 ₹2,56,550 Lowest | 580 ₹4,25,140 | 750 ₹5,49,750 |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
8 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
K P MISHRA, EE, PRD, PPA
K P MISHRA, EE, PRD, PPA
Providing Concrete Platform, Approach Road, Drain etc. inside MCHP area
2025_MoS_865150_1
CE/PRD/ACCTS-20/24/234
Open Tender
Civil Works
Works
300 days
Paradip
Refer Tender Document and e-TCN
5 documents required · 5 mandatory
₹5,000
Yes
As per Tender Document and e-TCN
₹8.2 L
Yes
4 Aug 2025
18 Jun 2025
9 Jul 2025
18 Jun 2025
8 Jul 2025
18 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling cement concrete including stacking the useful materials for reuse and removing the debris within 50m 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 GST). | 368 | Each cum | - | - |
| 2 | Earth work in all kind of soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge (Excluding GST). | 6,514.5 | Each cum | - | - |
| 3 | Filling in foundation and plinth with filling dredged spoil including watering and ramming but excluding cost of GST as directed by the Engineer-in-charge | 1,360 | Each cum | - | - |
| 4 | P.C.C(1:3:6) of using 40mm. & 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 | 238 | Each Cum | - | - |
| 5 | Making 50 mm x 50 mm furrows, 25mm/ 50mm 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 transporation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC. | 1,345 | Each Sqm | - | - |
| 6 | 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. | 852.5 | Each cum | - | - |
| 7 | 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 170Kg./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) as per directionof Engineer-in-Charge (Excluding GST). | 887.5 | Each Cum | - | - |
| 8 | 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.) | 8,300.5 | Each Sqm | - | - |
| 9 | 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. | 683 | Each RMT | - | - |
| 10 | 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. | 733 | Each RMT | - | - |
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