Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹4.0 L (2.62%)Admitted-Finance | ₹1.6 Cr+₹4.0 L (2.62%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹5.2 L (3.40%)Admitted-Finance | ₹1.6 Cr+₹5.2 L (3.40%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 Cr+₹51.1 L (33.5%)Admitted-Finance 221 NAGLI SADHARAN MEERUT MEERUT UTTAR PRADESH 250223 UDYAM UP 56 0097327 | MEERUT | UTTAR PRADESH | 250223 | ₹2.0 Cr+₹51.1 L (33.5%) | L4 | Admitted-Finance |
| 5 | L4₹2.0 Cr+₹51.1 L (33.5%)Admitted-Finance | ₹2.0 Cr+₹51.1 L (33.5%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJAY RAJ CONSTRUCTION COMPANY L5 | M/S RANJIT KUMAR DASH L2 | M R VIJAYAKUMAR L3 | GANGA CONSTRUCTION COMPANY L4 | SHANKAR CONSTRUCTION AND COMPANY L4 | SOUHARDHA INFRATECH PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 9,850 | MTR | 200 ₹19,70,000 | 163.5 ₹16,10,475 Lowest | 199 ₹19,60,150 | 202 ₹19,89,700 | 202 ₹19,89,700 | 169.38 ₹16,68,393 |
| 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. | 40,750 | MTR | 320 ₹1,30,40,000 | 225 ₹91,68,750 | 234 ₹95,35,500 | 280 ₹1,14,10,000 | 280 ₹1,14,10,000 | 189 ₹77,01,750 Lowest |
| 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 | 3,600 | MTR | 350 ₹12,60,000 | 399 ₹14,36,400 | 251 ₹9,03,600 Lowest | 411 ₹14,79,600 | 411 ₹14,79,600 | 343.52 ₹12,36,672 |
| 4.00 | 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. | 9,300 | MTR | 450 ₹41,85,000 | 370 ₹34,41,000 | 363 ₹33,75,900 Lowest | 590 ₹54,87,000 | 590 ₹54,87,000 | 500 ₹46,50,000 |
Tender Value
₹2.1 Cr
EMD Value
₹5.3 L
Closing Date
16 Feb 2023, 12:00 pmClosed
AGM PLANNING
HUBLI SANCHAR SADAN
E-TENDER for Rehabilitation of OFC Network an aligned OFC laying work including 4G saturation Project in Chitradurga District of Hubli BAChitradurga District of Hubli BA
2023_BSNL_142986_1
PLG / 21-98 / E-Tender / OFC Retrieval / CTG-HBL /
Open Tender
Miscellaneous Services
Works
365 days
HUBLI BA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Yes
BSNL HUBLI
₹5.3 L
Yes
HUBLI SANCHAR SADAN
10 Mar 2023
25 Jan 2023
17 Feb 2023
25 Jan 2023
16 Feb 2023
25 Jan 2023
25 Jan 2023 - 7 Feb 2023
7 Feb 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
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.
M/S RANJIT KUMAR DASH
M R VIJAYAKUMAR
GANGA CONSTRUCTION COMPANY
SHANKAR CONSTRUCTION AND COMPANY
VIJAY RAJ CONSTRUCTION COMPANY
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 3.38 MB
BOQ_156280.xls
BOQ • 0.27 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 .