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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-Finance | ₹6.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹6.3 Cr+₹20.8 L (3.40%)Rejected-Finance | ₹6.3 Cr+₹20.8 L (3.40%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MEHTA CONSTRUCTION COMPANY L2 | Ganpati Bharat Private Limited L1 |
|---|---|---|---|---|---|
| 1.01 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Item No. 3.14 of APWD, SOR (NH) - 2020-21,
Ref. Section 305.4.3 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- Only Milling Machine shall be allowed for scarifying the existing bituminious surface. | 39,800 | Sqm | 52 ₹20,69,600 | 50 ₹19,90,000 Lowest |
| 1.02 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant
Item No. 4.12 of APWD, SOR (NH) - 2020-21,
Ref. Section 406 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- The Wet Mix Macadam shall only be allowed to spread by a paver finisher. | 467 | cum | 1,800 ₹8,40,600 | 1,600 ₹7,47,200 Lowest |
| 1.03 | Prime coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means). (Including cost of testing of materials at site and laboratory as directed by the deptt.
(ii) With bitumen emulsion-CSS-1 (IS-8887-2004)
Item No. 5.1 (B) (ii) of APWD, SOR (NH) - 2020-21,
Ref. Section 502 of MoRTH Specifications for Road and Bridge works (5th Revision) | 39,800 | Sqm | 40 ₹15,92,000 | 30 ₹11,94,000 Lowest |
| 1.04 | Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt).
(III) With Bitumen emulsion CRS-1
(c) Granular surfaces treated with primer
Item No. 5.2 (III) (c) of APWD, SOR (NH) - 2020-21,
Ref. Section 503 of MoRTH Specifications for Road and Bridge works (5th Revision) | 39,800 | sqm | 20 ₹7,96,000 | 19 ₹7,56,200 Lowest |
| 1.05 | Dense Graded Bituminous Macadam
Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and 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 directedby the dept.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)
(III) with 30/40 or VG-40 grade bitumen (msa>30)
(ii) for Grading II (19 mm nominal size)
Item No. 5.6 (a) (III) (ii) of APWD, SOR (NH) - 2020-21,
Ref. Section 507 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- The DBM thickness shall not be less than 75mm in any case. | 2,985 | Cum | 11,800 ₹3,52,23,000 | 11,500 ₹3,43,27,500 Lowest |
| 1.06 | Tack coat
Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt).
(III) With Bitumen emulsion CRS-1
(a) Normal Bituminous surface
Item No. 5.2 (III) (a) of APWD, SOR (NH) - 2020-21,
Ref. Section 503 of MoRTH Specifications for Road and Bridge works (5th Revision) | 39,800 | Sqm | 20 ₹7,96,000 | 19 ₹7,56,200 Lowest |
| 1.07 | Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant 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 hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification Clause No 509 complete in all respect) (including carriage up to initial lead of 5.0 km from quarry and 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 directedby the dept.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)
(III) with 30/40 or VG-40 grade Bitumen (msa>30)
(iii) for Grading-II (13 mm nominal size)
Item No. 5.8 (a) (III) (iii) of APWD, SOR (NH) - 2020-21,
Ref. Section 509 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- The BC thickness shall not be less than 40mm in any case. | 1,592 | Cum | 13,300 ₹2,11,73,600 | 13,000 ₹2,06,96,000 Lowest |
| 1.08 | Retro reflectorised traffic Sign
Providing and erecting of Rectro-Reflectrorised cautionary, mandatory & infromatory sign as per IRC: 67 made of high intensity en-capsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brand)
(i) 90cm equilateral triangle
Item No. 8.4 (i) of APWD, SOR (NH) - 2020-21,
Ref. Section 801 of MoRTH Specifications for Road and Bridge works (5th Revision) | 6 | Each | 5,250 ₹31,500 | 5,200 ₹31,200 Lowest |
| 1.09 | Retro reflectorised traffic Sign
Providing and erecting of Rectro-Reflectrorised cautionary, mandatory & infromatory sign as per IRC: 67 made of high intensity en-capsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brand)
(v) 60cm x 45cm rectangular
Item No. 8.4 (v) of APWD, SOR (NH) - 2020-21,
Ref. Section 801 of MoRTH Specifications for Road and Bridge works (5th Revision) | 6 | Each | 5,050 ₹30,300 | 5,000 ₹30,000 Lowest |
| 1.10 | Retro reflectorised traffic Sign
Providing and erecting of Rectro-Reflectrorised cautionary, mandatory & infromatory sign as per IRC: 67 made of high intensity en-capsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brand)
(v) 60cm x 60cm square
Item No. 8.4 (vi) of APWD, SOR (NH) - 2020-21,
Ref. Section 801 of MoRTH Specifications for Road and Bridge works (5th Revision) | 5 | Each | 4,850 ₹24,250 | 4,800 ₹24,000 Lowest |
Tender Value
₹6.0 Cr
EMD Value
₹12.0 L
Closing Date
23 Jan 2026, 5:00 pmClosed
General Manager (P)
General Manager (P) National Highways and Infrastructure Development Corporation Limited. Regional Office, 2nd Floor, Agnishanti Business Park, Opp. AGP Office GNB Road, Ambari, Guwahati- 781001
One Time Improvement of existing road from km 61.100 to km 65.080 of NH-29 falling in Dokmoka Town on Item Rate basis in the State of Assam in FY 2025-26
2026_NHIDC_892440_1
AS/Dip/OTI/NH29/DokTwn/25-26/1
Open Tender
Civil Works
Item Rate
90 days
Assam
Please refer Tender Documents
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹12.0 L
NHIDCL, RO Guwahati
14 Mar 2026
3 Jan 2026
24 Jan 2026
3 Jan 2026
23 Jan 2026
3 Jan 2026
3 Jan 2026 - 9 Jan 2026
10 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Item No. 3.14 of APWD, SOR (NH) - 2020-21,
Ref. Section 305.4.3 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- Only Milling Machine shall be allowed for scarifying the existing bituminious surface. | - | Sqm | 100 | - |
| - | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant
Item No. 4.12 of APWD, SOR (NH) - 2020-21,
Ref. Section 406 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- The Wet Mix Macadam shall only be allowed to spread by a paver finisher. | - | cum | 100 | - |
| - | Prime coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means). (Including cost of testing of materials at site and laboratory as directed by the deptt.
(ii) With bitumen emulsion-CSS-1 (IS-8887-2004)
Item No. 5.1 (B) (ii) of APWD, SOR (NH) - 2020-21,
Ref. Section 502 of MoRTH Specifications for Road and Bridge works (5th Revision) | - | Sqm | 10 | - |
| - | Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt).
(III) With Bitumen emulsion CRS-1
(c) Granular surfaces treated with primer
Item No. 5.2 (III) (c) of APWD, SOR (NH) - 2020-21,
Ref. Section 503 of MoRTH Specifications for Road and Bridge works (5th Revision) | - | sqm | 10 | - |
| - | Dense Graded Bituminous Macadam
Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and 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 directedby the dept.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)
(III) with 30/40 or VG-40 grade bitumen (msa>30)
(ii) for Grading II (19 mm nominal size)
Item No. 5.6 (a) (III) (ii) of APWD, SOR (NH) - 2020-21,
Ref. Section 507 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- The DBM thickness shall not be less than 75mm in any case. | - | Cum | 10 | - |
| - | Tack coat
Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt).
(III) With Bitumen emulsion CRS-1
(a) Normal Bituminous surface
Item No. 5.2 (III) (a) of APWD, SOR (NH) - 2020-21,
Ref. Section 503 of MoRTH Specifications for Road and Bridge works (5th Revision) | - | Sqm | 10 | - |
| - | Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant 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 hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification Clause No 509 complete in all respect) (including carriage up to initial lead of 5.0 km from quarry and 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 directedby the dept.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)
(III) with 30/40 or VG-40 grade Bitumen (msa>30)
(iii) for Grading-II (13 mm nominal size)
Item No. 5.8 (a) (III) (iii) of APWD, SOR (NH) - 2020-21,
Ref. Section 509 of MoRTH Specifications for Road and Bridge works (5th Revision)
*Note- The BC thickness shall not be less than 40mm in any case. | - | Cum | 10 | - |
| - | Retro reflectorised traffic Sign
Providing and erecting of Rectro-Reflectrorised cautionary, mandatory & infromatory sign as per IRC: 67 made of high intensity en-capsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brand)
(i) 90cm equilateral triangle
Item No. 8.4 (i) of APWD, SOR (NH) - 2020-21,
Ref. Section 801 of MoRTH Specifications for Road and Bridge works (5th Revision) | - | Each | 10 | - |
| - | Retro reflectorised traffic Sign
Providing and erecting of Rectro-Reflectrorised cautionary, mandatory & infromatory sign as per IRC: 67 made of high intensity en-capsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brand)
(v) 60cm x 45cm rectangular
Item No. 8.4 (v) of APWD, SOR (NH) - 2020-21,
Ref. Section 801 of MoRTH Specifications for Road and Bridge works (5th Revision) | - | Each | 10 | - |
| - | Retro reflectorised traffic Sign
Providing and erecting of Rectro-Reflectrorised cautionary, mandatory & infromatory sign as per IRC: 67 made of high intensity en-capsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/ or any other approved brand)
(v) 60cm x 60cm square
Item No. 8.4 (vi) of APWD, SOR (NH) - 2020-21,
Ref. Section 801 of MoRTH Specifications for Road and Bridge works (5th Revision) | - | Each | 10 | - |
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