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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance KOCHGAON CITY TOWN GOLAGHAT P O FURKATING P S GOLAGHAT DISTRICT GOLAGHAT PIN 785610 | GOLAGHAT | ASSAM | 785610 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹4,906.88 (0.04%)Admitted-Finance | ₹1.1 Cr+₹4,906.88 (0.04%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rantu Boruah L1 | Gautam Bagaria L2 |
|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss 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 1000 m as per technical specification Clause 1903 | 5,868.75 | Sqm | - | - |
| 2.00 | Clearing and grubbing road land including uprooting WILD vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mni, removal of stumps of trees cut earlier and disposal of unserviceable materials and slacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 (I) By Manual Means (A) In area of non thorny jungle | 0.72 | Hect | - | - |
| 3.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) | 630 | Cum | - | - |
| 4.00 | 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 to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private Land | 3,000 | Cum | - | - |
| 5.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required sloep and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (I) Private Land | 157.5 | Cum | - | - |
| 6.00 | 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 at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (I) For Grading II Material | 431.25 | Cum | - | - |
| 7.00 | WBM Grading 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/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requied density grading 2 as per technical specification clause 405 | 427.5 | Cum | - | - |
| 8.00 | Semi- Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 ttonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoSRT&H clause no. 508 complete in all respect. | 187.5 | Cum | - | - |
| 9.00 | Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block. | 3,413.24 | Sqm | - | - |
| 10.00 | Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block.
Colour Block | 36.76 | Sqm | - | - |
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
Gol/AD19-20/05 Infrastructure upgradation of Religious place of Bartal Maluahabi Dhekial improving Main Approah Road from single Lane to Intermediate Lane, Carparking, Plantation, Road Safety Measures, Landscaping and 3 year maintenance etc. under
2020_PWD_16002_75
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Golaghat
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
20 Feb 2020
23 Jan 2020
6 Feb 2020
23 Jan 2020
5 Feb 2020
23 Jan 2020
23 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and grubbing road land including uprooting WILD vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mni, removal of stumps of trees cut earlier and disposal of unserviceable materials and slacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 (I) By Manual Means (A) In area of non thorny jungle
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
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 to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required sloep and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (I) Private Land
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 at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (I) For Grading II Material
WBM Grading 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/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requied density grading 2 as per technical specification clause 405
Semi- Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 ttonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoSRT&H clause no. 508 complete in all respect.
Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block.
Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block. Colour Block
Providing chute drains across embankment slopes in approches of bridges and on horizontal curves as per drawings and tehnical specifications
Providing and erecting direction and place identification retro-Reflectorized sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on 2 inchdiaGl pipe firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specification clause 1701 (IV) 80cmx60cm
Providing and erecting direction and place identification retro-Reflectorized sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on 2 inchdiaGl pipe firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specification clause 1701 (II) 600 mm Equatorial Triangle
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/ concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
Planting of trees and their Maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground , mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for one year.
Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum (Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS Sheet rings 50mm x 0.5mm with rivets, complete in all respects.
Routine Maintenance for 1st Year
Routine Maintenance for 2nd Year
Routine Maintenance for 3rd Year
Gautam Bagaria
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