Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 CrAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹30.8 Cr+₹2.0 Cr (7.00%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Ranjan Dutta L1 | NUMAL SAIKIA L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means, (a) In area of non thorny jungle | 15.33 | Hect | 52,000 ₹7,97,160 Lowest | 56,704.74 ₹8,69,283.66 |
| 2.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material bymanual means with all lifts as per Technical Specification Clause 201. Girth above 900 mm to 1800 mm | 44 | Each | 800 ₹35,200 Lowest | 938.99 ₹41,315.56 |
| 3.00 | Uprooting and removing stumps & roots,compaction of backfilling and staking of servicable material by manual means as per Technical Specification clause 201. Girth above 900 mm to 1800 mm | 44 | Each | 500 ₹22,000 Lowest | 559.7 ₹24,626.8 |
| 4.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material. (I) By Manual Means (b) Reinforced Cement Concrete | 2,160 | Cum | 1,200 ₹25,92,000 Lowest | 1,359.76 ₹29,37,081.6 |
| 5.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | 19,600 | Sqm | 8 ₹1,56,800 | 7.86 ₹1,54,056 Lowest |
| 6.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 15,696 | Cum | 75 ₹11,77,200 | 72.55 ₹11,38,744.8 Lowest |
| 7.00 | 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. (I) Private Land | 19,406.6 | Cum | 255 ₹49,48,683 Lowest | 276.28 ₹53,61,655.45 |
| 8.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4,851.65 | Cum | 170 ₹8,24,780.5 Lowest | 181.73 ₹8,81,690.35 |
| 9.00 | 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. (i) Private land | 7,649.63 | Cum | 320 ₹24,47,881.6 Lowest | 363.46 ₹27,80,334.52 |
| 10.00 | Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading - II. (Rate as per analysis). | 5,189.14 | Cum | 3,650 ₹1,89,40,361 | 3,129.54 ₹1,62,39,621.2 Lowest |
Tender Value
₹28.8 Cr
EMD Value
₹57.5 L
Closing Date
4 Oct 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
ASOM_MALA_3.0_25_26_07 Widening and Improvement of existing Road from Dibrugarh-Tinsukia Bye-Pass to Nadua Saiding via Dibrugarh Airport (L-9.00 KM) under ASOM MALA 3.0 for the year 2025-26.
2025_PWD_47435_3
CE/DEV/TB/116/2025-26/03 Dtd- 11.08.2025
Open Tender
Civil Works – Roads
Item Rate
540 days
Dibrugarh
Please refer Tender Documents
5 documents required · 5 mandatory
₹20,000
₹57.5 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
23 Dec 2025
16 Sept 2025
4 Oct 2025
16 Sept 2025
4 Oct 2025
19 Sept 2025
16 Sept 2025 - 4 Oct 2025
17 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means, (a) In area of non thorny jungle | - | Hect | 52,995.08 | - |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material bymanual means with all lifts as per Technical Specification Clause 201. Girth above 900 mm to 1800 mm | - | Each | 877.56 | - |
| 3 | Uprooting and removing stumps & roots,compaction of backfilling and staking of servicable material by manual means as per Technical Specification clause 201. Girth above 900 mm to 1800 mm | - | Each | 523.08 | - |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material. (I) By Manual Means (b) Reinforced Cement Concrete | - | Cum | 1,270.8 | - |
| 5 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | Sqm | 7.35 | - |
| 6 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | 67.8 | - |
| 7 | 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. (I) Private Land | 1 | Cum | 258.21 | ₹257.95 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1 | Cum | 169.84 | ₹169.67 |
| 9 | 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. (i) Private land | - | Cum | 339.68 | - |
| 10 | Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading - II. (Rate as per analysis). | - | Cum | 2,924.8 | - |
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
Tendernotice_3.pdf
PDF • 0.60 MB
Tendernotice_2.pdf
PDF • 8.46 MB
Tendernotice_1.pdf
PDF • 2.31 MB
BOQ_75869.xls
BOQ • 0.39 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 .