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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 CrAccepted-AOC BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹52.7 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹53.7 CrRejected-Finance | ₹53.7 Cr | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Ranjan Dutta L2 | RAJU CHANDRA BASUMATARY L1 |
|---|---|---|---|---|---|
| 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 | 9.37 | hectare | 54,054.98 ₹5.1 L | 35,000 ₹3.3 L |
| 2.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable materialby roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.(ii) Girth above 600 mm to 900 mm | 12 | each | 495.05 ₹5,940.60 | 450 ₹5,400 |
| 3.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable materialby roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.(ii) Girth above 600 mm to 900 mm(iii) Girth above 900 mm to 1800 mm | 15 | each | 958.73 ₹14,380.95 | 700 ₹10,500 |
| 4.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable materialby roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.(ii) Girth above 600 mm to 900 mm(iv) Girth above 1800 mm to 2700 mm | 10 | each | 1,811.43 ₹18,114.30 | 1,500 ₹15,000 |
| 5.00 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Mechanical Means Reinforced Cement Concrete | 84 | m3 | 722.68 ₹60,705.12 | 500 ₹42,000 |
| 6.00 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Mechanical Means Cement Concrete | 42.62 | m3 | 440.99 ₹18,794.99 | 350 ₹14,917 |
| 7.00 | Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Above 900 mm dia Hume pipe | 67.5 | Rm | 448.94 ₹30,303.45 | 350 ₹23,625 |
| 8.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.
I. By Mechanical Means (a) Bituminous Courses | 5,248.13 | m3 | 270.4 ₹14.2 L | 200 ₹10.5 L |
| 9.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
'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, inaccordance 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 | 1,128.82 | m3 | 69.16 ₹78,069.19 | 50 ₹56,441 |
| 10.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 6,513.98 | m3 | 258.07 ₹16.8 L | 200 ₹13.0 L |
Tender Value
₹52.7 Cr
EMD Value
₹1.1 Cr
Closing Date
19 Sept 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
ASOM MALA 3.0_25_26_03 Improvement and Upgradation of Road from Quary Chowk to Anchali from ch.4.00km (Quary chowk) to ch.19.200km(Anchali) under Asom Mala 3.0 for the year 2025-26 (Phase-1)
2025_PWD_47260_1
CE/DEV/TB/116/2025-26/06 Dtd- 16.08.2025
Open Tender
Civil Works – Roads
540 days
Baksa
Please refer Tender Documents
5 documents required · 5 mandatory
₹30,000
₹1.1 Cr
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
10 Feb 2026
4 Sept 2025
19 Sept 2025
4 Sept 2025
19 Sept 2025
5 Sept 2025
4 Sept 2025 - 19 Sept 2025
4 Sept 2025
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