Construction Of Road From ( I ) Kolakhowa Dighalia Road ( Ch . 0 . 00 To 1600 . 00 M ) , ( Ii ) Nh-37 To 2 No . Kachomari Via 1 No Kachomari ( Ch . 0 . 00 To 2100 . 00 M ) , ( Iii ) Paraluguri To Tinsukia Road ( Ch . 0 . 00 To 1200 . 00 M
Tender Value
3.66 Crore
Estimated cost
Bid Submission
10 Feb 2021
0 days left
EMD
7.33 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moran → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From ( I ) Kolakhowa Dighalia Road ( Ch . 0 . 00 To 1600 . 00 M ) , ( Ii ) Nh-37 To 2 No . Kachomari Via 1 No Kachomari ( Ch . 0 . 00 To 2100 . 00 M ) , ( Iii ) Paraluguri To Tinsukia Road ( Ch . 0 . 00 To 1200 . 00 M ) Under Sopd-G For The
BOQ
| Name of Work: Construction of road from (i) Kolakhowa Dighalia road (Ch. 0.00 to 1600.00 m), (ii) NH-37 to 2 No. Kachomari via 1 No Kachomari (Ch. 0.00 to 2100.00 m), (iii) Paraluguri to Tinsukia road (Ch. 0.00 to 1200.00 m) under SOPD-G for the year 2020-21, Moran LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD NO 1: Kolakhowa Dighalia Road (Ch.0.00M to Ch.1600.00M)\nClearing and grubbing road land:\nClearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201.\n(i) By Manual Means \nA. In area of Non-Thorny Jungle | BI01010001010000000000000515BI0100001113 | 0.32 | Hec. |
| 2 | 2 | Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land | BI01010001010000000000000515BI0100001114 | 416.75 | Cum |
| 3 | 3 | Granular Sub-Base with Well Graded Material : 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 , comlete as per Technical specification Clause 401.\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001115 | 630.2 | Cum |
| 4 | 4 | Water Bound Macadam Sub-base/base:\nWBM Grading -3\nUsing Stone Screening Type-B 11.2 mm for Gr.III\nProviding, 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 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001116 | 378.12 | Cum |
| 5 | 5 | Inter locking concrete Block pavement\nProviding and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage.\n(a) Including Edge Block/Edge restraints\n | BI01010001010000000000000515BI0100001117 | 5041.58 | Sqm |
| 6 | 6 | Traffic Signs\nA. Retro-reflectorised Traffic Signs:\nProviding and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801\n(ii) 600 mm equilateral triangle | BI01010001010000000000000515BI0100001118 | 3 | No. |
| 7 | 7 | Direction and Place Identification Signs upto 0.90 sqm size board :\nA.Retro - reflectorised Traffic Signs :\n(i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001119 | 0.9 | Sqm |
| 8 | 8 | Painting on Concrete/Steel Surface with Epoxy:\nPainting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001120 | 480 | Sqm |
| 9 | 9 | Kilometre Stone:\nReinforced cement concrete M15 Grade Kilomete stone/local stone of standard design as per IRC:8 fixing in position including painting and painting etc as per drawing and Technical Specification Clause 1703.\n(ii) Ordinary Kilometre stone | BI01010001010000000000000515BI0100001121 | 2 | Each |
| 10 | 10 | ROAD NO 2: NH-37 to 2 No Kachomari via 1No Kachomari (Ch.0.00M to Ch.2100.00M)\nClearing and grubbing road land:\nClearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201.\n(i) By Manual Means \nA. In area of Non-Thorny Jungle | BI01010001010000000000000515BI0100001122 | 0.47 | Hec. |
| 11 | 11 | Construction of embankment with approved material obtained from borrow pits:\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land | BI01010001010000000000000515BI0100001123 | 341.7 | Cum |
| 12 | 12 | Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land | BI01010001010000000000000515BI0100001124 | 1700.63 | Cum |
| 13 | 13 | Granular Sub-Base with Well Graded Material : 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 , comlete as per Technical specification Clause 401.\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001125 | 1182.56 | Cum |
| 14 | 14 | Water Bound Macadam Sub-base/base:\nWBM Grading -2\nUsing Stone Screening Type-B 11.2 mm for Gr.III\nProviding, 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 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001126 | 591.3 | Cum |
| 15 | 15 | Water Bound Macadam Sub-base/base:\nWBM Grading -3\nUsing Stone Screening Type-B 11.2 mm for Gr.III\nProviding, 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 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001127 | 591.3 | Cum |
| 16 | 16 | Prime Coat \nProviding and applying primer coat with Bitumen Emulsion (SS-1) on prepared surface of Granular Base including cleaning of road surface and spraying primer at the rate of 0.90 -1.20 kg.sqm using mechanical means as per Technical Specification Clause 502. | BI01010001010000000000000515BI0100001128 | 7883.75 | Sqm |
| 17 | 17 | Tack Coat \nProviding and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the preparedon prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 | BI01010001010000000000000515BI0100001129 | 7883.75 | Sqm |
| 18 | 18 | Semi Dense Bituminous Concrete :\nProviding and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site,laying with a hydraustatic 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 MoSRT&H cl.no 508 complete in all respect.\nB. With rock dust as filler \n(i) with 60/70 or VG-30 grade bitumen\nfor Grading II (10mm nominal size) | BI01010001010000000000000515BI0100001130 | 197.11 | Cum |
| 19 | 19 | Traffic Signs\nA. Retro-reflectorised Traffic Signs:\nProviding and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801\n(ii) 600 mm equilateral triangle | BI01010001010000000000000515BI0100001131 | 3 | No. |
| 20 | 20 | Traffic Signs\nA. Retro-reflectorised Traffic Signs:\nProviding and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801\n(iii) 600 mm Circular | BI01010001010000000000000515BI0100001132 | 2 | No. |
| 21 | 21 | Direction and Place Identification Signs upto 0.90 sqm size board :\nA.Retro - reflectorised Traffic Signs :\n(i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001133 | 1.8 | Sqm |
| 22 | 22 | 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 MoSrt&H specifications | BI01010001010000000000000515BI0100001134 | 420 | Sqm |
| 23 | 23 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRST& H fixed to the road surface using the adhesives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance | BI01010001010000000000000515BI0100001135 | 840 | Each |
| 24 | 24 | Kilometre Stone:\nReinforced cement concrete M15 Grade Kilomete stone/local stone of standard design as per IRC:8 fixing in position including painting and painting etc as per drawing and Technical Specification Clause 1703.\n(ii) Ordinary Kilometre stone | BI01010001010000000000000515BI0100001136 | 3 | Each |
| 25 | 25 | 600mm dia Single Row NP3 HP Culvert \nExcavation for Structures:\nEarthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.\n | BI01010001010000000000000515BI0100001137 | 21.04 | Cum |
| 26 | 26 | Bedding for pipe\n(B) Type B( First Class) Bedding\nLaying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii) | BI01010001010000000000000515BI0100001138 | 3.51 | Cum |
| 27 | 27 | Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row:\nProviding 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. \n600mm dia | BI01010001010000000000000515BI0100001139 | 15 | RM |
| 28 | 28 | Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109. | BI01010001010000000000000515BI0100001140 | 2.14 | Cum |
| 29 | 29 | Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 \nA) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4) | BI01010001010000000000000515BI0100001141 | 14.19 | Cum |
| 30 | 30 | Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land | BI01010001010000000000000515BI0100001142 | 35.11 | Cum |
| 31 | 31 | ROAD NO 3: Paraluguri to Tinsukia Road (Ch.0.00M to Ch.1200.00M) \nClearing and grubbing road land:\nClearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201.\n(i) By Manual Means \nA. In area of Non-Thorny Jungle | BI01010001010000000000000515BI0100001143 | 0.24 | Hec. |
| 32 | 32 | Construction of embankment with approved material obtained from borrow pits:\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land | BI01010001010000000000000515BI0100001144 | 1810.27 | Cum |
| 33 | 33 | Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land | BI01010001010000000000000515BI0100001145 | 863.63 | Cum |
| 34 | 34 | Granular Sub-Base with Well Graded Material : 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 , comlete as per Technical specification Clause 401.\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001146 | 591.79 | Cum |
| 35 | 35 | Water Bound Macadam Sub-base/base:\nWBM Grading -3\nUsing Stone Screening Type-B 11.2 mm for Gr.III\nProviding, 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 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001147 | 355.08 | Cum |
| 36 | 36 | Inter locking concrete Block pavement\nProviding and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage.\n(a) Including Edge Block/Edge restraints\n | BI01010001010000000000000515BI0100001148 | 4734.19 | Sqm |
| 37 | 37 | Traffic Signs\nA. Retro-reflectorised Traffic Signs:\nProviding and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801\n(ii) 600 mm equilateral triangle | BI01010001010000000000000515BI0100001149 | 3 | No. |
| 38 | 38 | Direction and Place Identification Signs upto 0.90 sqm size board :\nA.Retro - reflectorised Traffic Signs :\n(i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001150 | 0.9 | Sqm |
| 39 | 39 | Painting on Concrete/Steel Surface with Epoxy:\nPainting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001151 | 360 | Sqm |
| 40 | 40 | Kilometre Stone:\nReinforced cement concrete M15 Grade Kilomete stone/local stone of standard design as per IRC:8 fixing in position including painting and painting etc as per drawing and Technical Specification Clause 1703.\n(ii) Ordinary Kilometre stone | BI01010001010000000000000515BI0100001152 | 2 | Each |
| 41 | 41 | 600mm dia Single Row NP3 HP Culvert \nExcavation for Structures:\nEarthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.\n | BI01010001010000000000000515BI0100001153 | 21.04 | Cum |
| 42 | 42 | Bedding for pipe\n(B) Type B( First Class) Bedding\nLaying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii) | BI01010001010000000000000515BI0100001154 | 3.51 | Cum |
| 43 | 43 | Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row:\nProviding 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. \n600mm dia | BI01010001010000000000000515BI0100001155 | 15 | RM |
| 44 | 44 | Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109. | BI01010001010000000000000515BI0100001156 | 2.14 | Cum |
| 45 | 45 | Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 \nA) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4) | BI01010001010000000000000515BI0100001157 | 14.19 | Cum |
| 46 | 46 | Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land | BI01010001010000000000000515BI0100001158 | 35.11 | Cum |
AI Tender Summary
Tender Timeline
Feb 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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