Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹36.5 L+₹3.6 L (11.1%)Accepted-AOC BHITOR KOKILA GAON CHARIGAON JORHAT NIMATIGHAT JORHAT JORHAT 785001 | JORHAT | ASSAM | 785001 | ₹36.5 L+₹3.6 L (11.1%) | 2 | Accepted-AOC Accepted |
| 2 | 1₹32.8 LRejected-Finance ASSAM AS | ₹32.8 L | 1 | Rejected-Finance Site verification certificate not found |
| 3 | 3₹36.5 L+₹3.6 L (11.1%)Rejected-Finance C O BHUPEN BORBORUAH R R L TINIALI P O R R L PS PULIBOR JORHAT PIN 785006 | JORHAT | ASSAM | 785006 | ₹36.5 L+₹3.6 L (11.1%) | 3 | Rejected-Finance L2 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Does not met required qualification |
Tender Value
₹36.5 L
EMD Value
₹72,902
Closing Date
27 Dec 2024, 2:00 pmClosed
Executive Engineer, PWRD, Bokakhat
Bokakhat
Construction of 1)Biolipara to Soraichapori road 2)Kumolia Chapori Balance part road under SOPD(G) for the year 2024-25 under Bokakhat and Dergaon Territorial Road Division, Dergaon
2024_PWD_41565_1
BDTRD_SOPD(G)_24_25_10
Open Tender
Civil Works
Item Rate
90 days
Dergaon
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹72,902
Yes
Bokakhat
8 May 2025
21 Dec 2024
27 Dec 2024
21 Dec 2024
27 Dec 2024
22 Dec 2024
22 Dec 2024 - 23 Dec 2024
23 Dec 2024
Amount
1) Biolipara to Soraichapori road: Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (ii) From Private Land
Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
2) Kumolia Chapori Balance part road: Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (ii) From Private Land
Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
SRI SUNNY DAS (BID ID -253071)
RUPANJAL BORBORUAH (BID ID -253154)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
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 .