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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.4 Cr+₹1,109 (<0.01%)Rejected-AOC SIRAJULI P O P S DHEKIAJULI DIST SONITPUR PIN 784110 | SONITPUR | ASSAM | 784110 | ₹1.4 Cr+₹1,109 (<0.01%) | L2 | Rejected-AOC Not Accepted |
| Sl No | Description | Qty | Unit | TULSI BAGLARY L2 | MS AGNIGARH L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land
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) ByManual Means | 7,924.87 | Cum | 374.26 ₹29,65,961.85 | 374.12 ₹29,64,852.36 Lowest |
| 2.00 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per
Technical Specification Clause 201.
(i) Girth from 300mm to 600mm | 276 | Cum | 170.17 ₹46,966.92 Lowest | 170.17 ₹46,966.92 Lowest |
| 3.00 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per
Technical Specification Clause 201.
(ii) Girth from 600mm to 900mm | 1,840 | Cum | 4,493.08 ₹82,67,267.2 Lowest | 4,493.08 ₹82,67,267.2 Lowest |
| 4.00 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per
Technical Specification Clause 201.
(iii) Girth from 900mm to 1800mm | 189.75 | Cum | 5,061.43 ₹9,60,406.34 Lowest | 5,061.43 ₹9,60,406.34 Lowest |
| 5.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres) | 379.5 | Cum | 3,461.23 ₹13,13,536.79 Lowest | 3,461.23 ₹13,13,536.79 Lowest |
| 6.00 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lift and lead up to 1000metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 23.76 | Cum | 170.18 ₹4,043.48 Lowest | 170.18 ₹4,043.48 Lowest |
| 7.00 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | 79.2 | SqM | 982.11 ₹77,783.11 Lowest | 982.11 ₹77,783.11 Lowest |
| 8.00 | Construction of embankment with approved materials deposited from roadway cutting and excavation from drain and foundation of other structures
graded and compacted to meet requirement of Table 300-2 | 5.76 | Cum | 7,254.24 ₹41,784.42 Lowest | 7,254.24 ₹41,784.42 Lowest |
| 9.00 | Construction of embankment with materials obtained from borrowpits with initial lead up to 3km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of
earth) (b) 'From private land | 10.08 | Cum | 10,900.77 ₹1,09,879.76 Lowest | 10,900.77 ₹1,09,879.76 Lowest |
| 10.00 | Construction of subgrade with approved materials obtained from borrow pits, with initial lead up to 3.00 km transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth)
(a) 'From private land | 11.16 | SqM | 1,938.04 ₹21,628.53 Lowest | 1,938.04 ₹21,628.53 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of Bridge Aproach and Guide Bandh (including Boulder Pitching, Appron) on Dheraimajuli to Garuduba Road Via Belsiri Gaon (Bridge No.4/1) under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49573_50
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
Item Rate
60 days
Sonitpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,800
₹2.8 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
25 Feb 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
24 Dec 2025 - 5 Jan 2026
26 Dec 2025
Clearing and Grubbing Road Land 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) ByManual Means
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (i) Girth from 300mm to 600mm
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (ii) Girth from 600mm to 900mm
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (iii) Girth from 900mm to 1800mm
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres)
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lift and lead up to 1000metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
Construction of embankment with approved materials deposited from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2
Construction of embankment with materials obtained from borrowpits with initial lead up to 3km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (b) 'From private land
Construction of subgrade with approved materials obtained from borrow pits, with initial lead up to 3.00 km transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a) 'From private land
By Mix in Place Method (GSB): (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401(with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (II) for grading- II Material Qty. Ref Appendix C-3,Rate - Appendix C.1
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