Construction/Improvement Of Asomia Gaon To Balimora Gaon Road ( From Ch . 0 . 00 To 1700 . 00 M , L1 . 70 Km ) , ( Ii ) Namrup Tingkhong Road To Ghilaguri Via Kawoimari Nagaon Road ( L1 . 50 Km From Ch . 0 . 00 To 1500 . 00 M ) ( Iii ) Sasoni
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Feb 2021
0 days left
EMD
6.91 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
Naharkatia → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
sopd_g_20_21_164 construction / improvement of asomia gaon to balimora gaon road ( from ch . 0 . 00 to 1700 . 00 m , l1 . 70 km ) , ( ii ) namrup tingkhong road to ghilaguri via kawoimari nagaon road ( l1 . 50 km from ch . 0 . 00 to 1500 . 00 m ) ( iii ) sasoni ali ( from
BOQ
| Name of Work: Construction/Improvement of Asomia Gaon to Balimora Gaon road (from Ch. 0.00 to 1700.00 m, L=1.70 km), (ii) Namrup Tingkhong road to Ghilaguri via Kawoimari Nagaon road (L=1.50 km from Ch. 0.00 to 1500.00 m) & (iii) Sasoni Ali (From Mathawani Tin Ali to Disang Bridge (L=1.00 km) from Ch. 0.00 to 1000.00 m) (T. Length=4.20 km) under SOPD-G for the year 2020-21, Naharkatia LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0\ni) By Manual Means\nA) In area of non-thorny jungle \n | BI01010001010000000000000515BI0100001113 | 3.75 | Hect |
| 2 | 2 | Removing all types of Hume pipes and stacking within a lead of 1000 m including eartwork and dismantling of masonry works as per technical Specification Clause 202. ( C ) Above 600 mm to 900mm dia Hume Pipe\n (iii) Sasoni Ali (From Mathawani Tin Ali to Disang Bridge | BI01010001010000000000000515BI0100001114 | 67.5 | Rm |
| 3 | 3 | Removing all types of Hume pipes and stacking within a lead of 1000 m including eartwork and dismantling of masonry works as per technical Specification Clause 202. ( C ) Above 600 mm to 900mm dia Hume Pipe\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001115 | 37.5 | Rm |
| 4 | 4 | Removing all types of Hume pipes and stacking within a lead of 1000 m including eartwork and dismantling of masonry works as per technical Specification Clause 202. ( C ) Above 600 mm to 900mm dia Hume Pipe\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001116 | 30 | Rm |
| 5 | 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres.\nB. By Mechanical Means\na) Cement Concrete Grade M-15 & M-20\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001117 | 41.4 | Cum |
| 6 | 6 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres.\nB. By Mechanical Means\na) Cement Concrete Grade M-15 & M-20\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001118 | 32.4 | Cum |
| 7 | 7 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.\n(i) Private Land\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001119 | 7368.17 | Cum |
| 8 | 8 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.\n(i) Private Land\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001120 | 3359.93 | Cum |
| 9 | 9 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.\n(i) Private Land\nFor Sasoni Ali (From Mathawani Tin Ali to Disang Bridge | BI01010001010000000000000515BI0100001121 | 2262.88 | Cum |
| 10 | 10 | 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 slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.\n(i) Private Land\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001122 | 2637.45 | Cum |
| 11 | 11 | 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 slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.\n(i) Private Land\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001123 | 1245 | Cum |
| 12 | 12 | 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 slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.\n(i) Private Land\nFor Sasoni Ali (From Mathawani Tin Ali to Disang Bridge | BI01010001010000000000000515BI0100001124 | 830 | Cum |
| 13 | 13 | 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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401.\nii) For Grading II Material\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001125 | 824.53 | Cum |
| 14 | 14 | 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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401.\nii) For Grading II Material\n Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001126 | 847.97 | Cum |
| 15 | 15 | 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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401.\nii) For Grading II Material\nFor Sasoni Ali (From Mathawani Tin Ali to Disang Bridge | BI01010001010000000000000515BI0100001127 | 566.72 | Cum |
| 16 | 16 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. \nB) With Gr. III metal\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001128 | 494.72 | Cum |
| 17 | 17 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. \nB) With Gr. III metal\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001129 | 423.98 | Cum |
| 18 | 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. \nB) With Gr. III metal\nFor Sasoni Ali (From Mathawani Tin Ali to Disang Bridge | BI01010001010000000000000515BI0100001130 | 283.36 | Cum |
| 19 | 19 | Providing and laying inter locking concrete block pavement M40 having thickness 80 mm as per technical specification clause 1504\n(Including cost of edge restrain wall).\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001131 | 6596.23 | Sqm |
| 20 | 20 | Providing and laying inter locking concrete block pavement M40 having thickness 80 mm as per technical specification clause 1504\n(Including cost of edge restrain wall).\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001132 | 5653.13 | Sqm |
| 21 | 21 | Providing and laying inter locking concrete block pavement M40 having thickness 80 mm as per technical specification clause 1504\n(Including cost of edge restrain wall).\nFor Sasoni Ali (From Mathawani Tin Ali to Disang Bridge | BI01010001010000000000000515BI0100001133 | 3778.13 | Sqm |
| 22 | 22 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.\nII) Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001134 | 6 | Each |
| 23 | 23 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.\nIII) Hectometer stone (Precast) | BI01010001010000000000000515BI0100001135 | 17 | Each |
| 24 | 24 | Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2\nii) 60 cm equilateral traingle | BI01010001010000000000000515BI0100001136 | 22 | Each |
| 25 | 25 | Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2\niii) 60cm circular | BI01010001010000000000000515BI0100001137 | 14 | Each |
| 26 | 26 | Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2\niv) 80cmm x 60 cm rectangular | BI01010001010000000000000515BI0100001138 | 18 | Each |
| 27 | 27 | Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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) | BI01010001010000000000000515BI0100001139 | 3.6 | Sqm |
| 28 | 28 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | BI01010001010000000000000515BI0100001140 | 1680 | Each |
| 29 | 29 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.\n(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c | BI01010001010000000000000515BI0100001141 | 40 | Each |
| 30 | 30 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications 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.\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001142 | 203.91 | Cum |
| 31 | 31 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications 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.\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001143 | 137.88 | Cum |
| 32 | 32 | PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001144 | 13.6 | Cum |
| 33 | 33 | PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001145 | 7.98 | Cum |
| 34 | 34 | Bedding for pipe\n(ii) Type B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular Material\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001146 | 11.82 | Cum |
| 35 | 35 | Bedding for pipe\n(ii) Type B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular Material\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001147 | 14.62 | Cum |
| 36 | 36 | Providing & laying reinforced cement concrete 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 (B) 1000 mm Dia\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001148 | 37.5 | Rm |
| 37 | 37 | Filling in foundation trenches as per drawing and technical specification cl. 305.3.9. I. Sand filling\nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001149 | 60.56 | Cum |
| 38 | 38 | Filling in foundation trenches as per drawing and technical specification cl. 305.3.9. I. Sand filling\nFor Namrup Tingkhong Road to Ghilaguri via Kawoimari Nagaon Road | BI01010001010000000000000515BI0100001150 | 122.03 | Cum |
| 39 | 39 | Brick masonary work in cement mortar 1 : 4 in foundation of head walls\n(A) Brick Masonary in 1 : 4 cement Mortar \nFor Asomia Gaon to Balimora Gaon Road | BI01010001010000000000000515BI0100001151 | 122.35 | Cum |
| 40 | 40 | Plastering with cement mortar 1 : 4 in 15 mm thick on Brick work……….. | BI01010001010000000000000515BI0100001152 | 194.73 | Sqm |
| 41 | 41 | Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001153 | 156 | Each |
| 42 | 42 | Providing Foundation Stone with necessary letter writting in groves on granite plate and fixing on brick work as per drawing including all necessary arrangements for public meeting to be addressed by VIPs with supply of package drinking water and refreshment. | BI01010001010000000000000515BI0100001154 | 1 | No |
AI Tender Summary
Tender Timeline
Jan 21, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 01, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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