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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.1 Cr+₹10.7 L (10.7%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dhaneswar Muchahary L1 | Sri Dhiraj Borgoyary L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead p to 1000 m as per technical specification clause 301.4 | 1,560 | Sqm | - | - |
| 2.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to side of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirement of lines, grades and cross-section. | 406.5 | Cum | - | - |
| 3.00 | Construction of Granular Sub-base by providing close graded material, spreeding in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause. 401 (II) For Grading II Material | 338.75 | Cum | - | - |
| 4.00 | Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Mamual Means: (III) WBM Grading-III : | 589.5 | Cum | - | - |
| 5.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification cl. 1504 (including of Edge restraint and carriage) | 7,860 | Sqm | - | - |
| 6.00 | Extra for providing and laying coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification cl. 1504 (including of Edge restraint and carriage) | 1,572 | Sqm | - | - |
| 7.00 | Providing and fixing of retro reflectorised cautionary , mandatory and informatory sign. As per IRC:67 made of incapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mmx100mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing. i) 90 cm equilateral triangle | 2 | Each | - | - |
| 8.00 | Providing and fixing of retro reflectorised cautionary , mandatory and informatory sign. As per IRC:67 made of incapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mmx100mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing. i) 60 cm equilateral triangle | 2 | Each | - | - |
| 9.00 | Maintenance cost for 1st year | 0.8 | Km | - | - |
| 10.00 | Maintenance cost for 2nd year | 0.8 | Km | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Chi/AD19-20/05 Construction of road of Bijni Lakshmi Mandir under Assam Darshan for the year 2019-20
2020_PWD_16002_5
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Chirang
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,300
Empowered Officer, ASRB
₹2.2 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
15 Feb 2020
22 Jan 2020
6 Feb 2020
22 Jan 2020
5 Feb 2020
22 Jan 2020
22 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead p to 1000 m as per technical specification clause 301.4
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to side of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirement of lines, grades and cross-section.
Construction of Granular Sub-base by providing close graded material, spreeding in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause. 401 (II) For Grading II Material
Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Mamual Means: (III) WBM Grading-III :
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification cl. 1504 (including of Edge restraint and carriage)
Extra for providing and laying coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification cl. 1504 (including of Edge restraint and carriage)
Providing and fixing of retro reflectorised cautionary , mandatory and informatory sign. As per IRC:67 made of incapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mmx100mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing. i) 90 cm equilateral triangle
Providing and fixing of retro reflectorised cautionary , mandatory and informatory sign. As per IRC:67 made of incapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mmx100mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing. i) 60 cm equilateral triangle
Maintenance cost for 1st year
Maintenance cost for 2nd year
Maintenance cost for 3rd year
Sri Dhiraj Borgoyary
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