Upgradation /Strengthening Of 4 Roads In Thiruvidaimarudur Block In Thanjavur District Under Tnrris - ( 2020-21 )
Tender Value
97.12 Lakhs
Estimated cost
Bid Submission
30 Sep 2020
0 days left
EMD
97200
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvidaimarudur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
thanjavur district - package no . 12 - upgradation / strengthening of 4 roads in thiruvidaimarudur block in thanjavur district under tnrris - ( 2020-21 )
BOQ
| Name of Work: THANJAVUR DISTRICT - TNRRIS - 2020-2021. Part.1.Upgradation of Injikollai to Kudavasal Link Road in Injikollai Panchayat Km 0/0 - 2/010,Part.2.Strengthening of Koothanur Kudiyana Mayana Salai in Enanallur Panchayat Km 0/0 - 1/020, Part.3.Strengthening of Thandathottam to Sembiyavarambal Link Road in Thandanthottam Panchayt Km 1/03 - 1/600 ,Part.4.Strengthening of Keeranur Manaveli Mayana Salai in Keeranur Panchayat Km 0/0 - 1/50 . | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part.1.Upgradation of Injikollai to Kudavasal Link Road in Injikollai Panchayat Km 0/0 - 2/010. | |||
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation grass bushes, shrub. saplings and trees of girth upto 300mm, removal of stumps of such trees cut eariler and disposal of unserviceable materials and stacking of servicesable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause. | |||
| 3 | 2.01 | KM 0/0-2/010 | 1085.4 | sq.m | |
| 4 | 3 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift 2 m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth etc., as per SS 20 A to including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by power roller to achieve the required Proctor density at 100& compaction at optimum moisture content as determined in occurrence with IS 2720 (Part VII) including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per MOST 301 -305. | |||
| 5 | 3.01 | KM 0/0-2/010 | 180.9 | Cum | |
| 6 | 4 | Providing and laying 75 mm compacting thick WBM Gr.II using 1 cum of 75 mm to 22.4 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete. | |||
| 7 | 4.01 | KM 0/0-1/000 | 11.25 | Cu.m | |
| 8 | 4.02 | KM 1/0-2/010 | 11.25 | Cu.m | |
| 9 | 5 | Providing and laying 75 mm compacting thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete for top layer. | |||
| 10 | 5.01 | KM 0/0-1/000 | 225 | Cu.m | |
| 11 | 5.02 | KM 1/0-2/000 | 225 | Cu.m | |
| 12 | 5.03 | KM 2/0-2/010 | 2.25 | Cu.m | |
| 13 | 6 | Providing & Laying Tack Coat over the WBM surface using 4.00 kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and the cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion for mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete ad per clause 503 of MORT & H specification | |||
| 14 | 6.01 | KM 0/0-1/000 | 3000 | Sq.m | |
| 15 | 6.02 | KM 1/0-2/000 | 3000 | Sq.m | |
| 16 | 6.03 | KM 2/0-2/010 | 30 | Sq.m | |
| 17 | 7 | Providing and laying pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type \"A\" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete.(Mini hot mix Plant) | |||
| 18 | 7.01 | KM 0/0-1/000 | 3000 | Sq.m | |
| 19 | 7.02 | KM 1/0-2/000 | 3000 | Sq.m | |
| 20 | 7.03 | KM 2/0-2/010 | 30 | Sq.m | |
| 21 | 8 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravel from approved source to work site including labour for spreading and compacting by power roller to achieve the required Proctor density at 100% compaction of optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete. | |||
| 22 | 8.01 | KM 0/0-1/000 | 60 | Cu.m | |
| 23 | 8.02 | KM 1/0-2/000 | 60 | Cu.m | |
| 24 | 8.03 | KM 2/0-2/010 | 0.6 | Cu.m | |
| 25 | 9 | Supply and fixing of Kilometre stone (Three faces two lines dressed) of size (1.65m X 0.45m X 0.15m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 2 | No. | |
| 26 | 10 | Supply and fixing of Hectometre stone of size (0.75m X 0.23m X 0.10m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 8 | Nos. | |
| 27 | 11 | Provision for Retro-reflectorised Cautionary sign board | 4 | No. | |
| 28 | 12 | Provision for Name board | 1 | No. | |
| 29 | 13 | Part.2.Strengthening of Koothanur Kudiyana Mayana Salai in Enanallur Panchayat Km 0/0 - 1/020. | |||
| 30 | 14 | Clearing and grubbing road land including uprooting wild vegetation grass bushes, shrub. saplings and trees of girth upto 300mm, removal of stumps of such trees cut eariler and disposal of unserviceable materials and stacking of servicesable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause. | |||
| 31 | 14.01 | KM 0/0-1/020 | 550.8 | sq.m | |
| 32 | 15 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift 2 m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth etc., as per SS 20 A to including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by power roller to achieve the required Proctor density at 100& compaction at optimum moisture content as determined in occurrence with IS 2720 (Part VII) including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per MOST 301 -305. | |||
| 33 | 15.01 | KM 0/0-1/020 | 91.8 | cum | |
| 34 | 16 | Picking the existing B.T surface upto 50 mm - 100 mm thick including all labour charges for picking hand packing leveling and consolidation by power rolling including all labour charges etc,. Complete. | |||
| 35 | 16.01 | KM 0/0-1/020 | 1020 | Sq.m | |
| 36 | 17 | Providing and laying 75 mm compacting thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete for top layer. | |||
| 37 | 17.01 | KM 0/0-1/000 | 225 | Cu.m | |
| 38 | 17.02 | KM 1/0-1/020 | 4.5 | Cu.m | |
| 39 | 18 | Providing & Laying Tack Coat over the WBM surface using 4.00 kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and the cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion for mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete ad per clause 503 of MORT & H specification | |||
| 40 | 18.01 | KM 0/0-1/000 | 3000 | Sq.m | |
| 41 | 18.02 | KM 1/0-1/020 | 60 | Sq.m | |
| 42 | 19 | Providing and laying pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type \"A\" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete.(Mini hot mix Plant) | |||
| 43 | 19.01 | KM 0/0-1/000 | 3000 | Sq.m | |
| 44 | 19.02 | KM 1/0-1/020 | 60 | Sq.m | |
| 45 | 20 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravel from approved source to work site including labour for spreading and compacting by power roller to achieve the required Proctor density at 100% compaction of optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete. | |||
| 46 | 20.01 | KM 0/0-1/000 | 60 | Cu.m | |
| 47 | 20.02 | KM 1/0-1/020 | 1.2 | Cu.m | |
| 48 | 21 | Supply and fixing of Kilometre stone (Three faces two lines dressed) of size (1.65m X 0.45m X 0.15m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 1 | No. | |
| 49 | 22 | Supply and fixing of Hectometre stone of size (0.75m X 0.23m X 0.10m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 4 | Nos. | |
| 50 | 23 | Provision for Retro-reflectorised Cautionary sign board | 4 | No. | |
| 51 | 24 | Provision for Name board | 1 | No. | |
| 52 | 25 | Part.3.Strengthening of Thandathottam to Sembiyavarambal Link Road in Thandanthottam Panchayt Km 1/03 - 1/600 | |||
| 53 | 26 | Clearing and grubbing road land including uprooting wild vegetation grass bushes, shrub. saplings and trees of girth upto 300mm, removal of stumps of such trees cut eariler and disposal of unserviceable materials and stacking of servicesable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause. | |||
| 54 | 26.01 | KM 1/030-1/600 | 307.8 | sq.m | |
| 55 | 27 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift 2 m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth etc., as per SS 20 A to including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by power roller to achieve the required Proctor density at 100& compaction at optimum moisture content as determined in occurrence with IS 2720 (Part VII) including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per MOST 301 -305. | |||
| 56 | 27.01 | KM 1/030-1/600 | 51.3 | cum | |
| 57 | 28 | Picking the existing B.T surface upto 50 mm - 100 mm thick including all labour charges for picking hand packing leveling and consolidation by power rolling including all labour charges etc,. Complete. | |||
| 58 | 28.01 | KM 1/030-1/600 | 546 | Sq.m | |
| 59 | 29 | Providing and laying 75 mm compacting thick WBM Gr.II using 1 cum of 75 mm to 22.4 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete. | |||
| 60 | 29.01 | KM 1/030-1/600 | 5.4 | Cu.m | |
| 61 | 30 | Providing and laying 75 mm compacting thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete for top layer. | |||
| 62 | 30.01 | KM 1/030-1/600 | 128.25 | Cu.m | |
| 63 | 31 | Providing & Laying Tack Coat over the WBM surface using 4.00 kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and the cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion for mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete ad per clause 503 of MORT & H specification | |||
| 64 | 31.01 | KM 1/030-1/600 | 1710 | Sq.m | |
| 65 | 32 | Providing and laying pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type \"A\" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete.(Mini hot mix Plant) | |||
| 66 | 32.01 | KM 1/030-1/600 | 1710 | Sq.m | |
| 67 | 33 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravel from approved source to work site including labour for spreading and compacting by power roller to achieve the required Proctor density at 100% compaction of optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete. | |||
| 68 | 33.01 | KM 1/030-1/600 | 51.3 | Cu.m | |
| 69 | 34 | Supply and fixing of Hectometre stone of size (0.75m X 0.23m X 0.10m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 2 | Nos. | |
| 70 | 35 | Provision for Retro-reflectorised Cautionary sign board | 2 | No. | |
| 71 | 36 | Provision for Name board | 1 | No. | |
| 72 | 37 | Part.4.Strengthening of Keeranur Manaveli Mayana Salai in Keeranur Panchayat Km 0/0 - 1/50. | |||
| 73 | 38 | Clearing and grubbing road land including uprooting wild vegetation grass bushes, shrub. saplings and trees of girth upto 300mm, removal of stumps of such trees cut eariler and disposal of unserviceable materials and stacking of servicesable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause. | |||
| 74 | 38.01 | KM 0/000-1/500 | 810 | sq.m | |
| 75 | 39 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift 2 m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth etc., as per SS 20 A to including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by power roller to achieve the required Proctor density at 100& compaction at optimum moisture content as determined in occurrence with IS 2720 (Part VII) including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per MOST 301 -305. | |||
| 76 | 39.01 | KM 0/000-1/500 | 135 | cum | |
| 77 | 40 | Picking the existing B.T surface upto 50 mm - 100 mm thick including all labour charges for picking hand packing leveling and consolidation by power rolling including all labour charges etc,. Complete. | |||
| 78 | 40.01 | KM 0/000-1/500 | 1500 | Sq.m | |
| 79 | 41 | Providing and laying 75 mm compacting thick WBM Gr.II using 1 cum of 75 mm to 22.4 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete. | |||
| 80 | 41.01 | KM 0/000-1/000 | 7.43 | Cu.m | |
| 81 | 41.02 | KM 1/000-1/500 | 7.43 | Cu.m | |
| 82 | 42 | Providing and laying 75 mm compacting thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarry to worksite and stacking to departmental metric gauge for pre – measurement as directed by the departmental officers including labour charges for spreading metal and gravel hand packing to proper camber and grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing as per MORT & H 404 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed there for and all other incidental charges etc., complete for top layer. | |||
| 83 | 42.01 | KM 0/000-1/000 | 225 | Cu.m | |
| 84 | 42.02 | KM 1/000-1/500 | 112.5 | Cu.m | |
| 85 | 43 | Providing & Laying Tack Coat over the WBM surface using 4.00 kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and the cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion for mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete ad per clause 503 of MORT & H specification | |||
| 86 | 43.01 | KM 0/000-1/000 | 3000 | Sq.m | |
| 87 | 43.02 | KM 1/000-1/500 | 1500 | Sq.m | |
| 88 | 44 | Providing and laying pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type \"A\" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete.(Mini hot mix Plant) | |||
| 89 | 44.01 | KM 0/000-1/000 | 3000 | Cu.m | |
| 90 | 44.02 | KM 1/000-1/500 | 1500 | Cu.m | |
| 91 | 45 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravel from approved source to work site including labour for spreading and compacting by power roller to achieve the required Proctor density at 100% compaction of optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete. | |||
| 92 | 45.01 | KM 0/000-1/000 | 60 | Cu.m | |
| 93 | 45.02 | KM 1/000-1/500 | 30 | Cu.m | |
| 94 | 46 | Supply and fixing of Kilometre stone (Three faces two lines dressed) of size (1.65m X 0.45m X 0.15m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 1 | No. | |
| 95 | 47 | Supply and fixing of Hectometre stone of size (0.75m X 0.23m X 0.10m) from approved sources including cost and conveyance to work site and fixing in position as directed by the departmental officers and all other incidental charges etc., complete. | 6 | Nos. | |
| 96 | 48 | Provision for Retro-reflectorised Cautionary sign board | 4 | No. | |
| 97 | 49 | Provision for Name board | 1 | No. | |
| 98 | 50 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Sep 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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