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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹2.0 L (0.94%)Admitted-Finance 221 NAGLI SADHARAN MEERUT MEERUT UTTAR PRADESH 250223 UDYAM UP 56 0097327 | MEERUT | UTTAR PRADESH | 250223 | ₹2.2 Cr+₹2.0 L (0.94%) | L2 | Admitted-Finance |
| 3 | L2₹2.2 Cr+₹2.0 L (0.94%)Admitted-Finance | ₹2.2 Cr+₹2.0 L (0.94%) | L2 | Admitted-Finance |
| 4 | L3₹2.3 Cr+₹19.4 L (9.08%)Admitted-Finance | ₹2.3 Cr+₹19.4 L (9.08%) | L3 | Admitted-Finance |
| 5 | L4₹2.5 Cr+₹39.4 L (18.4%)Admitted-Finance | ₹2.5 Cr+₹39.4 L (18.4%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJAY RAJ CONSTRUCTION COMPANY L1 | M/S RANJIT KUMAR DASH L3 | GANGA CONSTRUCTION COMPANY L2 | SHANKAR CONSTRUCTION AND COMPANY L2 | M R VIJAYAKUMAR L4 |
|---|---|---|---|---|---|---|---|---|
| 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 | 210 ₹1,15,39,500 | 230 ₹1,26,38,500 | 200 ₹1,09,90,000 Lowest | 200 ₹1,09,90,000 Lowest | 253 ₹1,39,02,350 |
| 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 | 240 ₹37,68,000 Lowest | 256 ₹40,19,200 | 250 ₹39,25,000 | 250 ₹39,25,000 | 263 ₹41,29,100 |
| 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 | 400 ₹21,98,000 | 343.52 ₹18,87,642.4 | 343.52 ₹18,87,642.4 | 343.52 ₹18,87,642.4 | 343 ₹18,84,785 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 | 450 ₹10,59,750 Lowest | 451.9 ₹10,64,224.5 | 451.9 ₹10,64,224.5 | 451.9 ₹10,64,224.5 | 453 ₹10,66,815 |
| 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 | 380 ₹28,50,000 Lowest | 500 ₹37,50,000 | 500 ₹37,50,000 | 500 ₹37,50,000 | 583 ₹43,72,500 |
Tender Value
₹2.5 Cr
EMD Value
₹6.3 L
Closing Date
22 May 2023, 12:00 pmClosed
AGM ( Planning )
AGM ( Plg ) O/o GMTD Sanchar Sadan Station road Hubli
OFC Rehabilitation in Haveri RD of HBL SSA BA
2023_BSNL_153443_1
PLG 21-98 E-Tender / OFC Retrieval HVI - DVG 23-24
Open Tender
Miscellaneous Works
Works
365 days
HUBLI BA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Yes
BSNL
₹6.3 L
Yes
15.05.2023
5 Jul 2023
6 May 2023
23 May 2023
6 May 2023
22 May 2023
8 May 2023
8 May 2023 - 15 May 2023
15 May 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
SHANKAR CONSTRUCTION AND COMPANY
M/S RANJIT KUMAR DASH
M R VIJAYAKUMAR
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