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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance 221 NAGLI SADHARAN MEERUT MEERUT UTTAR PRADESH 250223 UDYAM UP 56 0097327 | MEERUT | UTTAR PRADESH | 250223 | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 3 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 4 | L2₹2.5 Cr+₹12.0 L (5.13%)Admitted-Finance | ₹2.5 Cr+₹12.0 L (5.13%) | L2 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | M/S RANJIT KUMAR DASH L1 | SHANKAR CONSTRUCTION AND COMPANY L1 | GANGA CONSTRUCTION COMPANY L1 | M R VIJAYAKUMAR L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cat-A Soft Soil - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil. | 54,950 | MTR | 230 ₹1,26,38,500 Lowest | 230 ₹1,26,38,500 Lowest | 230 ₹1,26,38,500 Lowest | 245 ₹1,34,62,750 |
| 2.00 | Cat-B Soft Rock - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil. | 15,700 | MTR | 256 ₹40,19,200 Lowest | 256 ₹40,19,200 Lowest | 256 ₹40,19,200 Lowest | 275 ₹43,17,500 |
| 3.00 | Cat - C Rock that can be blaster - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil | 5,495 | MTR | 343.52 ₹18,87,642.4 | 343.52 ₹18,87,642.4 | 343.52 ₹18,87,642.4 | 299 ₹16,43,005 Lowest |
| 4.00 | Cat-D Rock that cannot be blasted - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil | 2,355 | MTR | 451.9 ₹10,64,224.5 | 451.9 ₹10,64,224.5 | 451.9 ₹10,64,224.5 | 301 ₹7,08,855 Lowest |
| 5.00 | Laying of PLB/HDPE duct by HDD method at a depth of 1.65 m or more (up to 3 PLB pipes) including road / railway crossings. | 7,500 | MTR | 500 ₹37,50,000 Lowest | 500 ₹37,50,000 Lowest | 500 ₹37,50,000 Lowest | 590 ₹44,25,000 |
Tender Value
₹2.5 Cr
EMD Value
₹6.3 L
Closing Date
11 Apr 2023, 12:00 pmClosed
AGM PLANNING
SANCHAR SADAN HUBLI
NIT for Rehabilitation of OFC Network and aligned OFC laying work including 4G saturation Project in Haveri District under Hubli BA
2023_BSNL_149415_1
PLG / 21-98 / E-Tender / OFC Retrieval / HVI-HBL /
Open Tender
Miscellaneous Services
Works
365 days
HUBLI BA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Yes
BSNL HUBLI
₹6.3 L
Yes
HUBLI
29 Apr 2023
18 Mar 2023
12 Apr 2023
18 Mar 2023
11 Apr 2023
18 Mar 2023
18 Mar 2023 - 30 Mar 2023
30 Mar 2023
Amount
Cat-A Soft Soil - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil.
Cat-B Soft Rock - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil.
Cat - C Rock that can be blaster - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil
Cat-D Rock that cannot be blasted - Excavating Trenches up to a depth of 165 cm and width 45 cm Top and 30 cm bottom including excavation for sockets and dressing of sites, ramming of bottoms, including getting out excavated soil and refilling the soil, and backfilling the excavated trench after laying PLB pipes with or without protection, as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc, and disposing surplus excavated soil
Laying of PLB/HDPE duct by HDD method at a depth of 1.65 m or more (up to 3 PLB pipes) including road / railway crossings.
GANGA CONSTRUCTION COMPANY
M/S RANJIT KUMAR DASH
M R VIJAYAKUMAR
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