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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹115.2 CrAccepted-AOC 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | ₹115.2 Cr | L1 | Accepted-AOC Lowest Responsive Bidder |
| 2 | L2₹124.4 Cr+₹9.1 Cr (7.92%)Rejected-Finance H NO 8 3 833 119 PLOT NO 119 PHASE I KAMALPURI COLONY SRINAGAR COLONY HYDERABAD 500073 TELANGANA | HYDERABAD | HYDERABAD | TELANGANA | 500073 | ₹124.4 Cr+₹9.1 Cr (7.92%) | L2 | Rejected-Finance L2 |
| 3 | L3₹133.4 Cr+₹18.2 Cr (15.8%)Rejected-Finance | ₹133.4 Cr+₹18.2 Cr (15.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹133.5 Cr+₹18.2 Cr (15.8%)Rejected-Finance BHASKAR NAGAR BYE LANE NO 2 GUWAHATI 21 | SOUTH SALMARA MANCACHAR | ASSAM | 783127 | ₹133.5 Cr+₹18.2 Cr (15.8%) | L4 | Rejected-Finance L4 |
| 5 | L5₹153.1 Cr+₹37.9 Cr (32.9%)Rejected-Finance | ₹153.1 Cr+₹37.9 Cr (32.9%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ANUPAM NIRMAN PVT. LTD. L4 | ABCI Infrastructures Pvt Ltd. L3 | SHREE GAUTAM CONSTRUCTION CO. LTD. L1 | Anusha Projects Private Limited L2 | DCC Infra Projects Ltd. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned at the PWRD stockyard including removal and disposal of top organic soil not exceeding 150mm thickness. (as per Morth Technical Specifications Clause 201)
B) In area of thorny jungle | 9.54 | Hect | 40,500 ₹3,86,289 Lowest | 49,959 ₹4,76,508.94 | 60,000 ₹5,72,280 | 54,000 ₹5,15,052 | 41,500 ₹3,95,827 |
| 2.00 | Dismantling of Structures (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 (with all lift and lead ) complete as per Morth Technical Specifications Clause 202
ii (B) Prestressed / Reinforced cement concrete grade M-20 & above | 548.97 | Cum | 180 ₹98,814.6 Lowest | 833 ₹4,57,292.01 | 1,000 ₹5,48,970 | 900 ₹4,94,073 | 1,000 ₹5,48,970 |
| 3.00 | Dismantling of Structures (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 with all lift and lead ) complete as per MORTH Technical Specifications Clause 202
Removing all type of hume pipes and stacking with all lead and lift including earthwork and dismantling of masonry works.
C) Above 900 mm RCC Hume Pipe | 242 | RM | 450 ₹1,08,900 | 833 ₹2,01,586 | 100 ₹24,200 Lowest | 300 ₹72,600 | 300 ₹72,600 |
| 4.00 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead complete as per Morth Technical Specifications Clause 2809 | 21.12 | Cum | 1,000 ₹21,120 | 675 ₹14,256 | 300 ₹6,336 | 540 ₹11,404.8 | 60 ₹1,267.2 Lowest |
| 5.00 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes as per Morth Technical Specifications Clause 301
(a) Disposing of excavated earth with all lifts and lead ) | 11,79,772 | Cum | 144 ₹16,98,87,168 | 158 ₹18,64,03,976 | 140 ₹16,51,68,080 | 99 ₹11,67,97,428 Lowest | 192.6 ₹22,72,24,087.2 |
| 6.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes as per MORTH Technical Specifications Clause 301 (a) Disposal of cut material with all lift and lead) | 65,543 | Cum | 900 ₹5,89,88,700 | 158 ₹1,03,55,794 Lowest | 400 ₹2,62,17,200 | 270 ₹1,76,96,610 | 220 ₹1,44,19,460 |
| 7.00 | Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes as per MORTH Technical Specifications Clause 301
(a) disposal of cut material with all lifts and lead) | 65,543 | Cum | 1,500 ₹9,83,14,500 | 158 ₹1,03,55,794 Lowest | 400 ₹2,62,17,200 | 360 ₹2,35,95,480 | 270 ₹1,76,96,610 |
| 8.00 | Construction of Embankment with Material Deposited from Roadway Cutting (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 table 300-2 ) as per Morth Technical Specifications Clause 305
Embankment with Material deposited from Roadway Cutting | 46,137.68 | Cum | 250 ₹1,15,34,420 | 416 ₹1,91,93,274.88 | 140 ₹64,59,275.2 Lowest | 260 ₹1,19,95,796.8 | 259 ₹1,19,49,659.12 |
| 9.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) as per MORTH Technical Specifications Clause 305 | 14,703.61 | Cum | 270 ₹39,69,973.62 Lowest | 416 ₹61,16,700.1 | 300 ₹44,11,081.8 | 360 ₹52,93,298.16 | 301 ₹44,25,785.41 |
| 10.00 | Construction of Earthen Shoulders (Construction of earthen shoulders with approved material obtained from Road Excavation with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) as per MORTH Technical Specifications Clause 305 | 7,078.97 | Cum | 270 ₹19,11,322.98 | 125 ₹8,84,871.75 Lowest | 150 ₹10,61,846.1 | 180 ₹12,74,215.32 | 300 ₹21,23,692.2 |
Tender Value
Refer Docs
EMD Value
₹3.3 Cr
Closing Date
29 Apr 2025, 2:00 pmClosed
Chief Engineer,(EAP)PWRD,Assam
O/o The Chief Engineer,(EAP)PWRD,Assam, Guwahati-781025
Upgradation and 4_year maintenance of Corridor_2 (Thongikro_Moulkang_Simtuilong_Semkhor_Maibang_Gunjung_Jorai_Longkuk Section in Dima Hasao District)_Semkhor (Km. 30/700) to Near Maibang (Km 54/476) under ADRHARDP
2025_PWD_43817_1
CE/EAP/ADRHARDP/NIT/26/2025/06
Open Tender
Civil Works – Roads
Item Rate
900 days
Dima Hasao District
Please refer Tender documents.
7 documents required · 7 mandatory
₹15,000
₹3.3 Cr
Yes
O/o The Chief Engineer,(EAP)PWRD,Assam
23 Mar 2026
27 Mar 2025
29 Apr 2025
27 Mar 2025
29 Apr 2025
27 Mar 2025
27 Mar 2025 - 7 Apr 2025
7 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned at the PWRD stockyard including removal and disposal of top organic soil not exceeding 150mm thickness. (as per Morth Technical Specifications Clause 201)
B) In area of thorny jungle | - | Hect | 100 | - |
| 2 | Dismantling of Structures (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 (with all lift and lead ) complete as per Morth Technical Specifications Clause 202
ii (B) Prestressed / Reinforced cement concrete grade M-20 & above | - | Cum | 100 | - |
| 3 | Dismantling of Structures (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 with all lift and lead ) complete as per MORTH Technical Specifications Clause 202
Removing all type of hume pipes and stacking with all lead and lift including earthwork and dismantling of masonry works.
C) Above 900 mm RCC Hume Pipe | - | RM | 10 | - |
| 4 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead complete as per Morth Technical Specifications Clause 2809 | - | Cum | 10 | - |
| 5 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes as per Morth Technical Specifications Clause 301
(a) Disposing of excavated earth with all lifts and lead ) | 0.74 | Cum | 10 | ₹7.42 |
| 6 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes as per MORTH Technical Specifications Clause 301 (a) Disposal of cut material with all lift and lead) | - | Cum | 10 | - |
| 7 | Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes as per MORTH Technical Specifications Clause 301
(a) disposal of cut material with all lifts and lead) | - | Cum | 10 | - |
| 8 | Construction of Embankment with Material Deposited from Roadway Cutting (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 table 300-2 ) as per Morth Technical Specifications Clause 305
Embankment with Material deposited from Roadway Cutting | - | Cum | 10 | - |
| 9 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) as per MORTH Technical Specifications Clause 305 | 0.4 | Cum | 10 | ₹3.99 |
| 10 | Construction of Earthen Shoulders (Construction of earthen shoulders with approved material obtained from Road Excavation with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) as per MORTH Technical Specifications Clause 305 | 0.6 | Cum | - | - |
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