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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.4 CrRejected-AOC | ₹1.4 Cr | L2 | Rejected-AOC Not awarded |
| 3 | L3₹1.4 CrRejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | ₹1.4 Cr | L3 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | NIRITA NARZARY L2 | Arjun Saha L3 | M/S H.K MUCHAHARY ENTERPRISE L1 |
|---|---|---|---|---|---|---|
| 1.00 | Making up loos of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per technical specification clause 1903. | 11,250 | Sqm | 83.35 ₹9.4 L | 85 ₹9.6 L | 83.28 ₹9.4 L |
| 2.00 | (A) By Mix in Place Method
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 | 421.88 | Cum | 1,712 ₹7.2 L | 1,716 ₹7.2 L | 1,700 ₹7.2 L |
| 3.00 | 2) WBM Grading 2-Using stone screening Type-B 11.2 mm for Gr.II
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 required density grading 2 as per Technical Specification Clause 405.
(B) By Manual Means | 281.25 | Cum | 3,737 ₹10.5 L | 3,737 ₹10.5 L | 3,737 ₹10.5 L |
| 4.00 | 2) WBM Grading 3-Using stone screening Type-B 11.2 mm for Gr.II
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 required density grading 3 as per Technical Specification Clause 405.
(B) By Manual Means | 1,125 | Cum | 3,779 ₹42.5 L | 3,779 ₹42.5 L | 3,777.71 ₹42.5 L |
| 5.00 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.) | 562.5 | Cum | 11,828 ₹66.5 L | 11,830 ₹66.5 L | 11,825.2 ₹66.5 L |
| 6.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(iv) 800mm x 600mm rectangular | 1 | Each | 7,537.09 ₹7,537.09 | 7,537.07 ₹7,537.07 | 7,537.24 ₹7,537.24 |
| 7.00 | (ii) 600mm equilateral triangle | 4 | Each | 3,935.15 ₹15,740.60 | 3,935.15 ₹15,740.60 | 3,934.19 ₹15,736.76 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
18 Mar 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Construction of road from Srirampur Maktaigaon PWD road (Howriapet No.2) to Gossaigaon Sapkata PWD road (Panoway Bazar) via Nobojyoti High School under BTC for the year 2025-26.
2026_BoTC_51614_1
SE(RB)/20-21/Pt-III/61/211_2
Open Tender
Civil Works – Roads
180 days
Gossaigaon, Kokrajhar dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,800
₹2.7 L
Yes
16 May 2026
2 Mar 2026
18 Mar 2026
2 Mar 2026
18 Mar 2026
2 Mar 2026
2 Mar 2026 - 18 Mar 2026
(A) By Mix in Place Method 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
2) WBM Grading 2-Using stone screening Type-B 11.2 mm for Gr.II 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 required density grading 2 as per Technical Specification Clause 405. (B) By Manual Means
2) WBM Grading 3-Using stone screening Type-B 11.2 mm for Gr.II 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 required density grading 3 as per Technical Specification Clause 405. (B) By Manual Means
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iv) 800mm x 600mm rectangular
(ii) 600mm equilateral triangle
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