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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 CrAccepted-AOC VILL MEDHI BHAKATGAON PO PATIAPAM DIST NAGAON ASSAM 782426 | NAGAON | ASSAM | 782426 | ₹8.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹8.4 Cr+₹300 (<0.01%)Rejected-Finance | ₹8.4 Cr+₹300 (<0.01%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | MD BADIQUL ISLAM L2 | Bani Kanta Gogoi L1 |
|---|---|---|---|---|---|
| 1.00 | (1) Loringthepi Hospital to Delon Rongphar via Udharjan play ground 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 beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I)By manuals means. B. In the area of non thorny jungle. | 0.29 | hect. | 52,995.08 ₹15,368.57 | 50,000 ₹14,500 Lowest |
| 2.00 | Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 2,700 | cum | 106.33 ₹2,87,091 | 100 ₹2,70,000 Lowest |
| 3.00 | Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,696.89 | cum | 169.84 ₹4,58,039.8 | 100 ₹2,69,689 Lowest |
| 4.00 | 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 | 3,954.01 | cum | 258.21 ₹10,20,964.92 | 116.5 ₹4,60,642.17 Lowest |
| 5.00 | 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 compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land. | 1,290.05 | cum | 339.68 ₹4,38,204.18 | 150 ₹1,93,507.5 Lowest |
| 6.00 | Construction of granular sub-base by providing well graded material 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 | 831.94 | cum | 2,420.67 ₹20,13,852.2 Lowest | 3,500 ₹29,11,790 |
| 7.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 -100 KN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (B) WBM Grading III | 415.97 | cum | 4,106.31 ₹17,08,101.77 Lowest | 5,000 ₹20,79,850 |
| 8.00 | Providing and laying interlocking concrete block pavement with M40 grade grade
of concrete blocks having thickness 80mm as per technical specification clause
1504 complete including carriage . (a) Including Edge block/ Edge restraints | 5,546.25 | sqm | 1,161.08 ₹64,39,639.95 | 1,160 ₹64,33,650 Lowest |
| 9.00 | HP Culverts (1000 dia Single Opening) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 98.04 | Cum | 127.69 ₹12,518.73 | 127 ₹12,451.08 Lowest |
| 10.00 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 5.43 | cum | 6,036.57 ₹32,778.58 | 6,000 ₹32,580 Lowest |
Tender Value
₹8.4 Cr
EMD Value
₹16.8 L
Closing Date
8 Sept 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
MMPPNA_RIDF_XXXI_25_26_393 Construction of road from (1) Loringthepi Hospital to Delon Rongphar via Udharjan play ground, (2)NH-29 to Delon Rongphar Upper Chapong via Ramsing Tisso, (3)Kaja Kramsa to Kiri gaon, (4)Chapong Khorsing Kro to Langlutso A
2025_PWD_46685_44
CE/DEV/TB/60/2025-26/13 Dtd- 31.07.2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Karbi Anglong
Please refer Tender Documents
5 documents required · 5 mandatory
₹16,750
₹16.8 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
15 Sept 2026
22 Aug 2025
9 Sept 2025
22 Aug 2025
8 Sept 2025
22 Aug 2025
22 Aug 2025 - 8 Sept 2025
22 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (1) Loringthepi Hospital to Delon Rongphar via Udharjan play ground 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 beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I)By manuals means. B. In the area of non thorny jungle. | 0.29 | hect. | 52,995.08 | ₹15,368.57 |
| 2 | Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 2,700 | cum | 106.33 | ₹2,87,091 |
| 3 | Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,696.89 | cum | 169.84 | ₹4,58,039.8 |
| 4 | 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 | 3,954.01 | cum | 258.21 | ₹10,20,964.92 |
| 5 | 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 compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land. | 1,290.05 | cum | 339.68 | ₹4,38,204.18 |
| 6 | Construction of granular sub-base by providing well graded material 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 | 831.94 | cum | 2,420.67 | ₹20,13,852.2 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 -100 KN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (B) WBM Grading III | 415.97 | cum | 4,106.31 | ₹17,08,101.77 |
| 8 | Providing and laying interlocking concrete block pavement with M40 grade grade
of concrete blocks having thickness 80mm as per technical specification clause
1504 complete including carriage . (a) Including Edge block/ Edge restraints | 5,546.25 | sqm | 1,161.08 | ₹64,39,639.95 |
| 9 | HP Culverts (1000 dia Single Opening) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 98.04 | Cum | 127.69 | ₹12,518.73 |
| 10 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 5.43 | cum | 6,036.57 | ₹32,778.58 |
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