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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹99.9 LAccepted-AOC | ₹99.9 L | L 1 | Accepted-AOC L1 |
| 2 | L 2₹1.0 Cr+₹4.2 L (4.23%)Rejected-Finance WARD NO 13 GURUNANAK NAGAR BONGAIGAON | DHUBRI | ASSAM | 783371 | ₹1.0 Cr+₹4.2 L (4.23%) | L 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SRI SHRIRAM RABIDAS L2 | Sanfung Basumatary L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing
Clearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thormy jungle | 1.08 | Hect. | 52,350 ₹56,538 Lowest | 55,000 ₹59,400 |
| 2.00 | Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4
(i) Manual means | 3,375 | Sqm | 27.95 ₹94,331.25 | 25 ₹84,375 Lowest |
| 3.00 | Compacting Original Ground
(ii) Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1,620 | Cum | 102.35 ₹1,65,807 | 100 ₹1,62,000 Lowest |
| 4.00 | Surface Drains in Soil : Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 1,800 | M | 55.1 ₹99,180 | 50 ₹90,000 Lowest |
| 5.00 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 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 1000m. as per technical specification clause 301.5 (i) Private Land | 6,025.59 | Cum | 230 ₹13,85,885.47 | 200 ₹12,05,117.8 Lowest |
| 6.00 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1
(i) Private land | 780.37 | Cum | 274 ₹2,13,821.11 | 210 ₹1,63,877.49 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.
(A) By mix in place method (ii) For Grading II Material | 531.56 | Cum | 2,655 ₹14,11,299.77 | 2,450 ₹13,02,329.35 Lowest |
| 8.00 | Providing, laying, spreading and compacting stone aggregate 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
(III) WBM Grading 3 | 265.78 | Cum | 4,250 ₹11,29,569.25 Lowest | 4,400 ₹11,69,436.4 |
| 9.00 | Construction of Shoulders as per Technical Specification Clause 407. | 253.12 | Cum | 1,975 ₹4,99,921.88 | 1,650 ₹4,17,656.25 Lowest |
| 10.00 | (A) Interlocking pavement block
(i) 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) In including Edge block/Edge restraints | 3,543.75 | Sqm | 1,325 ₹46,95,468.75 Lowest | 1,325 ₹46,95,468.75 Lowest |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
30 Mar 2026, 1:00 pmClosed
S.E. PWD (R and B) Circle, Kokrajhar
O/o S.E. PWD (R and B) Circle, Kokrajhar
Const. of ICBP road from Samgami to Choudhuripara village at Bijni in Chirang District BTC for the year 2025-26. TN-394-5.
2026_BoTC_51785_1
TECH-28/SE(RB)/2019-20/21
Open Tender
Civil Works – Roads
Works
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
6 Jun 2026
9 Mar 2026
30 Mar 2026
10 Mar 2026
30 Mar 2026
10 Mar 2026
9 Mar 2026 - 30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing
Clearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thormy jungle | 1.08 | Hect. | - | - |
| 2 | Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4
(i) Manual means | - | Sqm | - | - |
| 3 | Compacting Original Ground
(ii) Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | Cum | - | - |
| 4 | Surface Drains in Soil : Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | - | M | - | - |
| 5 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 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 1000m. as per technical specification clause 301.5 (i) Private Land | 0.6 | Cum | - | - |
| 6 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1
(i) Private land | 0.6 | Cum | - | - |
| 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.
(A) By mix in place method (ii) For Grading II Material | 0.2 | Cum | - | - |
| 8 | Providing, laying, spreading and compacting stone aggregate 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
(III) WBM Grading 3 | 0.4 | Cum | - | - |
| 9 | Construction of Shoulders as per Technical Specification Clause 407. | - | Cum | - | - |
| 10 | (A) Interlocking pavement block
(i) 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) In including Edge block/Edge restraints | - | Sqm | - | - |
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