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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹47.1 L+₹298.68 (<0.01%)Accepted-AOC | ₹47.1 L+₹298.68 (<0.01%) | L2 | Accepted-AOC Accept |
| 2 | L1₹47.1 LRejected-Finance | ₹47.1 L | L1 | Rejected-Finance Due to health issue the contractor has not willing to do the work, |
Tender Value
₹47.1 L
EMD Value
₹94,200
Closing Date
24 Dec 2024, 2:00 pmClosed
EE, PWRD, Karimganj North and South TRD
O/o the EE, PWRD, Karimganj North and South TRD, Sribhumi
KNSTRD_GWC_ET_24_25_01 Construction of road from (i) Kalikalighat Lakhipur PWD Road to west Baruail, (ii) Tilabari to Tilabari East (Chengjur), (iii) Patharkandi Lakhipur PWD Road to North Defolala under SOPD-G for the year 2024-25 (Karimganj South L
2024_PWD_41374_3
KNSTRD/T-2/GWC/ET/2024-25/01
Open Tender
Civil Works
Item Rate
90 days
Sribhumi
Please refer Tender documents.
4 documents required · 4 mandatory
₹940
₹94,200
Yes
O/o the EE, PWRD, Karimganj North and South TRD
7 Apr 2025
18 Dec 2024
24 Dec 2024
18 Dec 2024
24 Dec 2024
18 Dec 2024
18 Dec 2024 - 20 Dec 2024
19 Dec 2024
Amount
(i) Kalikalighat Lakhipur PWD Road to West Baruail Heavy Dressing. Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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.
Subgrade. Construction of Subgrade and Earthen ShouldersConstruction 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. (i) Private Land
Gravel/Soil-Aggregregate surface course (table 400.3) 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
(ii) Tilabari to Tilabari East (Chengjur) Heavy Dressing. Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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.
Subgrade. Construction of Subgrade and Earthen ShouldersConstruction 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. (i) Private Land
Gravel/Soil-Aggregregate surface course (table 400.3) 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
(iii) Patharkandi Lakhipur PWD Road to North Defolala Heavy Dressing. Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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.
Subgrade. Construction of Subgrade and Earthen ShouldersConstruction 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. (i) Private Land
Gravel/Soil-Aggregregate surface course (table 400.3) 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
MAHBUB ALAM (BID ID -252424)
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