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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC NEHRUPARK HOUSE NO 133 JORHAT P O JORHAT P S JORHAT DIST JORHAT PIN 785001 ASSAM | JORHAT | ASSAM | 785001 | ₹1.9 Cr | L1 | Accepted-AOC Awarded as L1 bidder |
| 2 | L2₹2.1 Cr+₹21.2 L (11.1%)Rejected-AOC | ₹2.1 Cr+₹21.2 L (11.1%) | L2 | Rejected-AOC R |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
23 Nov 2020, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam,Chandmari, Ghy
O/O the Chief Engineer, PWD (Roads), Assam,Chandmari,Guwahati 781003
SOPD_SIG_20_21_06 Improvement/Construction of (i) Hembaruah path No. I (ii) Ambikagiri Nagar Path with drain Ward-16 Jail road (iii) Dhenuchocha Bye Lane- 1 2 (iv) Construction of Dimbeswar Bordoloi Road, Kailashpur Sonari Gaon, Krishnasura Road (v
2020_PWD_19050_3
CE/DEV/TB/164/2020-21/03
Open Tender
Civil Works
Item Rate
270 days
Jorhat
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,400
Yes
Empowered Officer, ASRB
₹4.2 L
Yes
Chief Engineer, PWD (Roads), Assam,Chandmari, Ghy
25 Mar 2021
21 Oct 2020
23 Nov 2020
21 Oct 2020
23 Nov 2020
28 Oct 2020
21 Oct 2020 - 11 Nov 2020
27 Oct 2020
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (a) Hembaru path No. I
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (b) Ambikagiri Nagar path
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (c ) Dhenuchocha Bye Lane No. -1 & 2
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (d) Dimbeswar Bordoloi road
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (e) Kailashpur path Sonari Gaon
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (f) Krishnasura Road
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i)By Manual Means, (A)In area of light jungle (g) Jatin Bordoloi Path
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.) (c ) Dhenuchocha Bye Lane No. -1 & 2
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land (a) Hembaru path No. I
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land (c ) Dhenuchocha Bye Lane No. -1 & 2
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land (d) Dimbeswar Bordoloi road
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land (e) Kailashpur path Sonari Gaon
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land (f) Krishnasura Road
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land (g) Jatin Bordoloi Path
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (a) Hembaru path No. I
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (b) Ambikagiri Nagar path
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (c ) Dhenuchocha Bye Lane No. -1 & 2
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (d) Dimbeswar Bordoloi road
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (e) Kailashpur path Sonari Gaon
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (f) Krishnasura Road
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii)for grading- II Material (g) Jatin Bordoloi Path
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) ( A) By Manual Means, (ii)Grading-II (C)Using stone screening Type-B 11.2 mm (a) Hembaru path No. I
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) ( A) By Manual Means, (ii)Grading-II (C)Using stone screening Type-B 11.2 mm (b) Ambikagiri Nagar path
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) ( A) By Manual Means, (ii)Grading-II (C)Using stone screening Type-B 11.2 mm (c ) Dhenuchocha Bye Lane No. -1 & 2
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) ( A) By Manual Means, (ii)Grading-II (C)Using stone screening Type-B 11.2 mm (d) Dimbeswar Bordoloi road
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) ( A) By Manual Means, (ii)Grading-II (C)Using stone screening Type-B 11.2 mm (g) Jatin Bordoloi Path
WBM Grading 3 (Using crushable screening such as moorum gravel for Gr.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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (e) Kailashpur path Sonari Gaon
WBM Grading 3 (Using crushable screening such as moorum gravel for Gr.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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (f) Krishnasura Road
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) (a) Hembaru path No. I
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) (c ) Dhenuchocha Bye Lane No. -1 & 2
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) (d) Dimbeswar Bordoloi road
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) (g) Jatin Bordoloi Path
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)PCC Grade M20 (a) Hembaru path No. I
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)PCC Grade M20 (c ) Dhenuchocha Bye Lane No. -1 & 2
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)PCC Grade M20 (d) Dimbeswar Bordoloi road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (B)PCC Grade M20 (g) Jatin Bordoloi Path
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a)80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. (a) Hembaru path No. I
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a)80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. (c ) Dhenuchocha Bye Lane No. -1 & 2
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a)80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. (d) Dimbeswar Bordoloi road
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a)80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. (g) Jatin Bordoloi Path
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints (b) Ambikagiri Nagar path
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints (e) Kailashpur path Sonari Gaon
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints (f) Krishnasura Road
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (B) Mechanical means (II) With dewatering (i) Upto 3 m height (a) Hembaru path No. I
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (B) Mechanical means (II) With dewatering (i) Upto 3 m height (b) Ambikagiri Nagar path
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (B) Mechanical means (II) With dewatering (i) Upto 3 m height (e) Kailashpur path Sonari Gaon
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (B) Mechanical means (II) With dewatering (i) Upto 3 m height (g) Jatin Bordoloi Path
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) (a) Hembaru path No. I
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) (b) Ambikagiri Nagar path
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) (g) Jatin Bordoloi Path
Bedding of pipe (B)Type B ( First Class) bedding (ii)Laying first class bedding on well compacted sand, moorum or well graded granular materials (a) Hembaru path No. I
Bedding of pipe (B)Type B ( First Class) bedding (ii)Laying first class bedding on well compacted sand, moorum or well graded granular materials (e) Kailashpur path Sonari Gaon
Bedding of pipe (B)Type B ( First Class) bedding (ii)Laying first class bedding on well compacted sand, moorum or well graded granular materials (g) Jatin Bordoloi Path
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. - 600 mm dia (a) Hembaru path No. I
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. - 600 mm dia (e) Kailashpur path Sonari Gaon
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. - 1000 mm dia (g) Jatin Bordoloi Path
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications (a) Hembaru path No. I
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications (g) Jatin Bordoloi Path
Plastering with cement mortar (1:3 ) on brickwork in sub-structure as per Technical specifications (a) Hembaru path No. I
Plastering with cement mortar (1:3 ) on brickwork in sub-structure as per Technical specifications (g) Jatin Bordoloi Path
Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification (B)Sandy material (a) Hembaru path No. I
Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification (B)Sandy material (g) Jatin Bordoloi Path
Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification (B)Sandy material (b) Ambikagiri Nagar path
Earth work in cushoning (e) Kailashpur path Sonari Gaon
Sand Filling in Foundation Trenches as per Drawing & Technical Specification (b) Ambikagiri Nagar path
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, (C) RCC Grade M20, Case I : - Using concrete Mixer (b) Ambikagiri Nagar path
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) without plasticiser, (E) RCC M20, (a) Height upto 5.0m, Case I : Using concrete mixer (b) Ambikagiri Nagar path
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (c) With other make ISI marked TMT rebar (b) Ambikagiri Nagar path
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. (b) Ambikagiri Nagar path
Construction of Unline Surface drain (c ) Dhenuchocha Bye Lane No. -1 & 2
Construction of Unline Surface drain (e) Kailashpur path Sonari Gaon
Construction of Unline Surface drain (f) Krishnasura Road
Shifting of Utility Services as per direction of the Executive Engineer in consultation with the concerned department
Arpan Sarman
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