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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 CrAccepted-AOC | ₹18.6 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹19.0 Cr+₹31.8 L (1.71%)Rejected-AOC | ₹19.0 Cr+₹31.8 L (1.71%) | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | M/S B. L. AGARWALA L2 | M/S K. C. CHHAWCHHARIYA L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle | 15.23 | Hect | 90,000 ₹13,70,880 Lowest | 1,28,000 ₹19,49,696 |
| 2.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks,branches and removal of stumps & roots refilling compaction of back filling and stacking of serviceable material by roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
iii Girth above 900 mm to 1800 mm | 44 | Each | 1,050 ₹46,200 Lowest | 1,200 ₹52,800 |
| 3.00 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 396 | Cum | 1,350 ₹5,34,600 Lowest | 1,600 ₹6,33,600 |
| 4.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 4,500 | Sqm | 8 ₹36,000 | 5 ₹22,500 Lowest |
| 5.00 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, 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 | 2,84,714.87 | Cum | 280 ₹7,97,20,163.04 | 220 ₹6,26,37,270.96 Lowest |
| 6.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift sand leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 10,573.2 | Cum | 360 ₹38,06,352 | 300 ₹31,71,960 Lowest |
| 7.00 | 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.
(ii) For Grading II Material | 5,395.88 | cum | 3,000 ₹1,61,87,640 Lowest | 5,460 ₹2,94,61,504.8 |
| 8.00 | Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill) ,carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 4,316.69 | cum | 4,500 ₹1,94,25,127.5 Lowest | 6,300 ₹2,71,95,178.5 |
| 9.00 | Providing and laying interlocking concrete block pavement with M40 grade of concrete block shaving thickness 80 mm as per technical specification clause 1504 complete including carriage.
B)Excluding Edge block/ Edge restraints | 43,167 | Sqm | 1,150 ₹4,96,42,050 | 1,100 ₹4,74,83,700 Lowest |
| 10.00 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c. | 3,458 | No | 1,500 ₹51,87,000 | 530 ₹18,32,740 Lowest |
Tender Value
₹18.6 Cr
EMD Value
₹37.3 L
Closing Date
29 May 2026, 2:00 pmClosed
Chief Engineer PWRD,Assam,Guwahati-03
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Construction and upgradation of Bhekuri Chapori Road Cum Embankment L 8.00 Km including road cum embankment from Sesa Tiniali to Laibeel L 2.8 Km by providing ICBP unde SOPD-G for the year 2025-26 of Sivasagar District under Sivasagar Demow TRD
2026_PWD_52381_1
CE/Commn/08/2025-26/
Open Tender
Civil Works – Roads
Item Rate
Sivasagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹37.3 L
Yes
24 Jun 2026
16 May 2026
29 May 2026
16 May 2026
29 May 2026
16 May 2026
16 May 2026 - 29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle | 1 | Hect | 80,357.25 | ₹80,276.89 |
| 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks,branches and removal of stumps & roots refilling compaction of back filling and stacking of serviceable material by roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
iii Girth above 900 mm to 1800 mm | - | Each | 924.15 | - |
| 3 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | 1,243.79 | - |
| 4 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | Sqm | 7.74 | - |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, 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 | 0.49 | Cum | 271.92 | ₹133.24 |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift sand leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | - | Cum | 357.72 | - |
| 7 | 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.
(ii) For Grading II Material | - | cum | 2,994.59 | - |
| 8 | Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill) ,carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 1 | cum | 3,838.15 | ₹3,834.31 |
| 9 | Providing and laying interlocking concrete block pavement with M40 grade of concrete block shaving thickness 80 mm as per technical specification clause 1504 complete including carriage.
B)Excluding Edge block/ Edge restraints | - | Sqm | 1,222.73 | - |
| 10 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c. | - | No | 1,394.68 | - |
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