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Tender Value
Refer Docs
EMD Value
₹25.9 L
Closing Date
30 Jun 2026, 2:00 pm2d left
Similar tender results from the same govt authority in the past 3 years.
The Chief Engineer, PWD, NH Works, Assam
O/O The CE PWD NH Works Assam, Chandmari, Ghy-3
Road Improvement, Renovation, Beautification and Road Safety works on NH-17 in VIP to Jalukbari Section (km 134.264 to Km 146.227 Km) in connection with the proposed visit of the high dignitaries to Guwahati from 01-07-2026 to 03-07-2026.
2026_PWBNH_52844_1
NHR.16/2026/4
Open Tender
Civil Works
180 days
Jalukbari
Please refer Tender Documents carefully.
7 documents required · 7 mandatory
₹20,000
₹25.9 L
O/O The CE PWD NH Works Assam, Chandmari, Ghy-3
22 Jun 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1A. Bituminous overlay Works : | ||||||
| 1.01 | 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.)
'(I)With Bitumen emulsion CSS-1h
(b) dry & hungry bituminous surface | 0.29 | Sqm | 1 | ₹0.29 | i2 |
| 1.02 | 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 all leads, lifts and carriage) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) '(I)'with 60/70 or VG-30 grade bitumen '(i) for Grading I ( 40 mm nominal size ) Add 10% for Profile correction " | - | Cum | 1 | - | i3 |
| 1.03 | 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 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. 509 complete in all respects) (Including all leads, lifts and carriage) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)
'(I)'with 60/70 or VG-30 grade bitumen
'(i)for Grading-I ( 19 mm nominal size ) | - | Cum | 1 | - | i4 |
| 2B. Road Safety Works : | ||||||
| 2.01 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoRTH specifications
a) Pedestrian Crossing | - | Sqm | 1 | - | i6 |
| 2.02 | b) Stop Line | - | Sqm | 1 | - | i7 |
| 2.03 | c) Centreline marking | - | Sqm | 1 | - | i8 |
| 2.04 | d) Edgeline marking | - | Sqm | 1 | - | i9 |
| 2.05 | Retro reflectorised Traffic sign:
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm 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 traingle | - | Each | 1 | - | i10 |
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