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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC WARD NO 3 SUBHASHPALLY P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | ₹1.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.3 Cr+₹76,000 (0.58%)Rejected-AOC SUBHASH PALLY WARD NO 3 P O KOKRAJHAR P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | ASSAM | 783331 | ₹1.3 Cr+₹76,000 (0.58%) | L2 | Rejected-AOC Not awarded |
| 3 | Rejected-Technical SUBHASH PALLY WARD NO 4 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | MRINAL DAS L2 | MANAS DAS L1 |
|---|---|---|---|---|---|
| 1.00 | 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 250 mm in thickness as
per Technical Specification Clause 201.
(i) By Manual Means
(A) In area of non thorny jungle. | 0.43 | Hect. | 52,995.08 ₹22,787.88 Lowest | 52,995.08 ₹22,787.88 Lowest |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | 5,245.6 | Cum | 265 ₹13,90,084 | 258.21 ₹13,54,466.38 Lowest |
| 3.00 | Construction of Sub grade and earthen shoulders with approved material 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 up to 1000m as per Technical Specification Clause 300.1
(I) Private Land. | 2,745.47 | Cum | 343 ₹9,41,696.21 | 339.68 ₹9,32,581.25 Lowest |
| 4.00 | 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 with OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(II) For Grading II Material | 644.85 | Cum | 2,218 ₹14,30,277.3 | 2,216.29 ₹14,29,174.61 Lowest |
| 5.00 | WBM Grading-3 : Using stone screeining Type-B 11.2 mm for Gr-III : 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 to fill-up the interstices od coarse aggregate, watering and compacting to the required density Grading-3 as per Technical Specification Clause 405.
(A) By Manual Means. | 322.43 | Cum | 3,874.23 ₹12,49,167.98 Lowest | 3,874.23 ₹12,49,167.98 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement with M40 having grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including edge block/ Edge restraints | 4,299 | Sqm | 1,168 ₹50,21,232 | 1,161.08 ₹49,91,482.92 Lowest |
| 7.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing sand Technical Specification Clause 801.
(iv) 800mm x 600mm rectangular | 1 | Each | 7,535.21 ₹7,535.21 | 7,535.17 ₹7,535.17 Lowest |
| 8.00 | Construction of RCC Box Culvert 1 Cell : 1.00m x 1.00m = 2 Nos.
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I) In Ordinary soil | 37.44 | Cum | 124 ₹4,642.56 Lowest | 124 ₹4,642.56 Lowest |
| 9.00 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9
I. Sand filling | 5.2 | Cum | 1,644.26 ₹8,550.15 Lowest | 1,644.26 ₹8,550.15 Lowest |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203.
B. With natural gravel
III. P.C.C. grade M20
(i) Nominal mix 1:2:4 | 2.6 | Cum | 6,223.14 ₹16,205.06 Lowest | 6,223.14 ₹16,205.06 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
5 Jun 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Improvement/Strengthening of 01 Rural Road in Kokrajhar District of Assam under RIDF-XXXI (2025-26)
2026_BoTC_52342_1
SE(RB)/20-21/Pt-IV/11/215_1
Open Tender
Civil Works – Roads
Item Rate
180 days
Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,600
₹2.6 L
Yes
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
19 Jun 2026
14 May 2026
5 Jun 2026
14 May 2026
5 Jun 2026
14 May 2026
14 May 2026 - 26 May 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 250 mm in thickness as
per Technical Specification Clause 201.
(i) By Manual Means
(A) In area of non thorny jungle. | 1 | Hect. | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | - | Cum | - | - |
| 3 | Construction of Sub grade and earthen shoulders with approved material 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 up to 1000m as per Technical Specification Clause 300.1
(I) Private Land. | 1 | Cum | - | - |
| 4 | 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 with 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 | - | - |
| 5 | WBM Grading-3 : Using stone screeining Type-B 11.2 mm for Gr-III : 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 to fill-up the interstices od coarse aggregate, watering and compacting to the required density Grading-3 as per Technical Specification Clause 405.
(A) By Manual Means. | - | Cum | - | - |
| 6 | Providing and laying interlocking concrete block pavement with M40 having grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including edge block/ Edge restraints | - | Sqm | - | - |
| 7 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing sand Technical Specification Clause 801.
(iv) 800mm x 600mm rectangular | - | Each | - | - |
| 8 | Construction of RCC Box Culvert 1 Cell : 1.00m x 1.00m = 2 Nos.
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I) In Ordinary soil | 1 | Cum | - | - |
| 9 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9
I. Sand filling | - | Cum | - | - |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203.
B. With natural gravel
III. P.C.C. grade M20
(i) Nominal mix 1:2:4 | - | Cum | - | - |
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