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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹28.2 L (9.03%)Admitted-Finance | ₹3.4 Cr+₹28.2 L (9.03%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 Cr+₹49.8 L (16.0%)Admitted-Finance | ₹3.6 Cr+₹49.8 L (16.0%) | L3 | Admitted-Finance |
| 4 | L4₹3.9 Cr+₹77.7 L (24.9%)Admitted-Finance | ₹3.9 Cr+₹77.7 L (24.9%) | L4 | Admitted-Finance |
| 5 | L5₹4.0 Cr+₹84.9 L (27.2%)Admitted-Finance | ₹4.0 Cr+₹84.9 L (27.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Aakar Engineers and Contractors L7 | Ms Gangadhar Jena L6 | Samal Construction L4 | M/s. P N Construction L1 | M/s.SAI SHREYASI CONSTRUCTION L3 | PAL CONSTRUCTION L5 | M/s RAVI REALCONS PRIVATE LIMITED L8 | M/S ULASH CHANDRA BISWAL L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation of all soil types and subsoils with initial lead and lift .This includes the provision of shoring and shuttering, the removal of water as required, and the relocation of the excavated earth within a 10-meter lead inside the compound. The site will be cleared and levelled, with all procedures adhering to standard specifications. This encompasses all aspects of the operation, ensuring a thorough and professional execution with supply of all material labour transporation , taxes , tollage , royalties etc all complete but excluding GST as directed by EIC. | 13,660 | Each Cum | 120 ₹16,39,200 | 330 ₹45,07,800 | 90 ₹12,29,400 | 78.5 ₹10,72,310 | 35 ₹4,78,100 Lowest | 99.77 ₹13,62,858.2 | 150 ₹20,49,000 | 70 ₹9,56,200 |
| 2.00Supply ,transportation of granite stone (Blasted) of size 10Kg to 3500 Kg of approved quality, conveying the same by private trucks including loading at one end and unloading at the other end by crane of required capacity and placing in the profile at a radius of 20Mtr. with hire & running charges of the crane,operator charges, compressor and blasting materials with all taxes, royalties, tollage, other port charges, weighment charges with installment of weigh bridge & dismantling after completion of the work, providing all safety arrangements required including all taxes, labour,T&P, approach road at loading and unloading end etc all complete but excluding GST as directed by EIC. NB:They have specific gravity of no less than 2.65, in accordance with the approved design and drawing. The stones are then unloaded, dumped, and positioned to achieve the required level and profile. Side slopes are finished at a 1:2 ratio using a crane and floating equipment and devices. | |||||||||||
| 2.10 | Construction of a Filter Layer for a rubble mound. The stones, weighing between 1 kg to 10 kg.(Excluding GST) | 3,740 | Each MT. | 1,400 ₹52,36,000 | 900 ₹33,66,000 | 1,050 ₹39,27,000 | 783.55 ₹29,30,477 | 900 ₹33,66,000 | 990.19 ₹37,03,310.6 | 1,540 ₹57,59,600 | 700 ₹26,18,000 Lowest |
| 2.20 | Construction of a Core Layer for rubble mound revetment. The stones, weighing between 50 kg to 100 kg.(Excluding GST) | 17,995 | Each MT. | 1,350 ₹2,42,93,250 | 990 ₹1,78,15,050 | 950 ₹1,70,95,250 | 783.55 ₹1,40,99,982.25 Lowest | 960 ₹1,72,75,200 | 999.84 ₹1,79,92,120.8 | 1,470 ₹2,64,52,650 | 925 ₹1,66,45,375 |
| 2.30 | Construction of a Toe Berm Layer for a Rubble Mound revetment. The stones, which are as nearly cubical as possible, weigh between 300 kg to 500 kg.(Excluding GST) | 4,015 | Each MT. | 1,300 ₹52,19,500 | 940 ₹37,74,100 | 960 ₹38,54,400 | 829.76 ₹33,31,486.4 Lowest | 960 ₹38,54,400 | 1,037.37 ₹41,65,040.55 | 1,450 ₹58,21,750 | 900 ₹36,13,500 |
| 2.40 | Construction of an Armour Layer for rubble mound revetment. The stones, which are as nearly cubical as possible, weigh between 2500 kg to 3500 kg.(Excluding GST) | 11,352 | Each MT. | 1,250 ₹1,41,90,000 | 990 ₹1,12,38,480 | 1,136 ₹1,28,95,872 | 862.9 ₹97,95,640.8 Lowest | 990 ₹1,12,38,480 | 1,101 ₹1,24,98,552 | 1,450 ₹1,64,60,400 | 900 ₹1,02,16,800 |
Tender Value
₹3.7 Cr
EMD Value
₹7.4 L
Closing Date
27 Aug 2024, 6:00 pmClosed
JAYARAM DAS, EE, ECM, PPA
JAYARAM DAS, EE, ECM, PPA
Construction of Shore Protection wall to Mannod Udyan at sector-21, Paradip Port
2024_MoS_820201_1
CE/E and CM/Accts-21/23/383
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
₹7.4 L
Yes
In the conference hall
17 Dec 2024
6 Aug 2024
28 Aug 2024
6 Aug 2024
27 Aug 2024
6 Aug 2024
19 Aug 2024
Amount
Earth work excavation of all soil types and subsoils with initial lead and lift .This includes the provision of shoring and shuttering, the removal of water as required, and the relocation of the excavated earth within a 10-meter lead inside the compound. The site will be cleared and levelled, with all procedures adhering to standard specifications. This encompasses all aspects of the operation, ensuring a thorough and professional execution with supply of all material labour transporation , taxes , tollage , royalties etc all complete but excluding GST as directed by EIC.
Supply ,transportation of granite stone (Blasted) of size 10Kg to 3500 Kg of approved quality, conveying the same by private trucks including loading at one end and unloading at the other end by crane of required capacity and placing in the profile at a radius of 20Mtr. with hire & running charges of the crane,operator charges, compressor and blasting materials with all taxes, royalties, tollage, other port charges, weighment charges with installment of weigh bridge & dismantling after completion of the work, providing all safety arrangements required including all taxes, labour,T&P, approach road at loading and unloading end etc all complete but excluding GST as directed by EIC. NB:They have specific gravity of no less than 2.65, in accordance with the approved design and drawing. The stones are then unloaded, dumped, and positioned to achieve the required level and profile. Side slopes are finished at a 1:2 ratio using a crane and floating equipment and devices.
Construction of a Filter Layer for a rubble mound. The stones, weighing between 1 kg to 10 kg.(Excluding GST)
Construction of a Core Layer for rubble mound revetment. The stones, weighing between 50 kg to 100 kg.(Excluding GST)
Construction of a Toe Berm Layer for a Rubble Mound revetment. The stones, which are as nearly cubical as possible, weigh between 300 kg to 500 kg.(Excluding GST)
Construction of an Armour Layer for rubble mound revetment. The stones, which are as nearly cubical as possible, weigh between 2500 kg to 3500 kg.(Excluding GST)
M/S ULASH CHANDRA BISWAL (BID ID -3075446)
M/s.SAI SHREYASI CONSTRUCTION (BID ID -3077353)
Samal Construction (BID ID -3076788)
PAL CONSTRUCTION (BID ID -3077211)
Ms Gangadhar Jena (BID ID -3075936)
Aakar Engineers and Contractors (BID ID -3075610)
M/s RAVI REALCONS PRIVATE LIMITED (BID ID -3076843)
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