Strengthening Of Roads In Package No . Tvm/2019-20/197 Arni Block Of Tiruvannamalai District Under Fourteenth Central Finance Commission Grant 2019-20
Tender Value
75.69 Lakhs
Estimated cost
Bid Submission
27 Jan 2020
0 days left
EMD
75700
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
Arni → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Roads In Package No . Tvm/2019-20/197 Arni Block Of Tiruvannamalai District Under Fourteenth Central Finance Commission Grant 2019-20
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jan-2020 | Tender Critical dates change | Date | 27-Jan-2020 |
BOQ
| Name of Work: Strengthening of Roads 10 Nos in Package No.TVM/2019-20/197 Arni Block of Tiruvannamalai District under Fourteenth Central Finance Commission Grant 2019-20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part I : Strengthening of Road to Rattinamangalam to Perumal koil Road Km 0/0 - 0/253 R45 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001113 | ||
| 3 | 1.02 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001114 | 273.24 | Sq.m |
| 4 | 1.03 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | BI01010001010000000000000515BI0100001115 | ||
| 5 | 1.04 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001116 | 316.25 | Sq.m |
| 6 | 1.05 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001117 | ||
| 7 | 1.06 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001118 | 91.08 | Cu.m |
| 8 | 1.07 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001119 | ||
| 9 | 1.08 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001120 | 37.95 | Cu.m |
| 10 | 1.09 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001121 | ||
| 11 | 1.1 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001122 | 118.59 | Cu.m |
| 12 | 1.11 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001123 | ||
| 13 | 1.12 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001124 | 948.75 | Sq.m |
| 14 | 1.13 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001125 | ||
| 15 | 1.14 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001126 | 948.75 | Sq.m |
| 16 | 1.15 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001127 | ||
| 17 | 1.16 | Km 0/0 - 0/253 | BI01010001010000000000000515BI0100001128 | 948.75 | Sq.m |
| 18 | 1.17 | Providing HM stones | BI01010001010000000000000515BI0100001129 | 2 | Nos |
| 19 | 1.18 | Provision for Name Board | BI01010001010000000000000515BI0100001130 | 1 | Nos |
| 20 | 1.19 | Part II :Upgradation of Road from Somanthangal Sirumoor Road to Chetithangal Road Km 0/0 - 0/487 R72 | BI01010001010000000000000515BI0100001131 | ||
| 21 | 1.2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001132 | ||
| 22 | 1.21 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001133 | 525.96 | Sq.m |
| 23 | 1.22 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001134 | ||
| 24 | 1.23 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001135 | 175.32 | Cu.m |
| 25 | 1.24 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001136 | ||
| 26 | 1.25 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001137 | 73.05 | Cu.m |
| 27 | 1.26 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001138 | ||
| 28 | 1.27 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001139 | 182.63 | Cu.m |
| 29 | 1.28 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001140 | ||
| 30 | 1.29 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001141 | 1461 | Sq.m |
| 31 | 1.3 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001142 | ||
| 32 | 1.31 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001143 | 1461 | Sq.m |
| 33 | 1.32 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001144 | ||
| 34 | 1.33 | Km 0/0 - 0/487 | BI01010001010000000000000515BI0100001145 | 1461 | Sq.m |
| 35 | 1.34 | Providing HM stones | BI01010001010000000000000515BI0100001146 | 1 | Nos |
| 36 | 1.35 | Provision for Name Board | BI01010001010000000000000515BI0100001147 | 1 | Nos |
| 37 | 1.36 | Part III :Strengthening of Road from Kittangudisai Bus Stop to School Road Km 0/0 - 0/271 R148 | BI01010001010000000000000515BI0100001148 | ||
| 38 | 1.37 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001149 | ||
| 39 | 1.38 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001150 | 292.68 | Sq.m |
| 40 | 1.39 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | BI01010001010000000000000515BI0100001151 | ||
| 41 | 1.4 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001152 | 338.75 | Sq.m |
| 42 | 1.41 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001153 | ||
| 43 | 1.42 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001154 | 97.56 | Cu.m |
| 44 | 1.43 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001155 | ||
| 45 | 1.44 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001156 | 40.65 | Cu.m |
| 46 | 1.45 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001157 | ||
| 47 | 1.46 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001158 | 127.03 | Cu.m |
| 48 | 1.47 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001159 | ||
| 49 | 1.48 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001160 | 1016.25 | Sq.m |
| 50 | 1.49 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001161 | ||
| 51 | 1.5 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001162 | 1016.25 | Sq.m |
| 52 | 1.51 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001163 | ||
| 53 | 1.52 | Km 0/0 - 0/271 | BI01010001010000000000000515BI0100001164 | 1016.25 | Sq.m |
| 54 | 1.53 | Providing HM stones | BI01010001010000000000000515BI0100001165 | 2 | Nos |
| 55 | 1.54 | Provision for Name Board | BI01010001010000000000000515BI0100001166 | 1 | Nos |
| 56 | 1.55 | Part IV :Strengthening of Road from Adhanur Colony to Mattathari Mainanthal Link Road Km 0/0 - 0/235 R158 | BI01010001010000000000000515BI0100001167 | ||
| 57 | 1.56 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001168 | ||
| 58 | 1.57 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001169 | 253.8 | Sq.m |
| 59 | 1.58 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001170 | ||
| 60 | 1.59 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001171 | 126.9 | Cu.m |
| 61 | 1.6 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001172 | ||
| 62 | 1.61 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001173 | 35.25 | Cu.m |
| 63 | 1.62 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | BI01010001010000000000000515BI0100001174 | ||
| 64 | 1.63 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001175 | 96.84 | Cu.m |
| 65 | 1.64 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001176 | ||
| 66 | 1.65 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001177 | 88.13 | Cu.m |
| 67 | 1.66 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001178 | ||
| 68 | 1.67 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001179 | 705 | Sq.m |
| 69 | 1.68 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001180 | ||
| 70 | 1.69 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001181 | 705 | Sq.m |
| 71 | 1.7 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001182 | ||
| 72 | 1.71 | Km 0/0 - 0/235 | BI01010001010000000000000515BI0100001183 | 705 | Sq.m |
| 73 | 1.72 | Providing HM stones | BI01010001010000000000000515BI0100001184 | 2 | Nos |
| 74 | 1.73 | Provision for Name Board | BI01010001010000000000000515BI0100001185 | 1 | Nos |
| 75 | 1.74 | Part V :Upgradation of Road from Moraphanthangal to Colony Joining Road Km 0/0 - 0/226 R174 | BI01010001010000000000000515BI0100001186 | ||
| 76 | 1.75 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001187 | ||
| 77 | 1.76 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001188 | 204 | Sq.m |
| 78 | 1.77 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | BI01010001010000000000000515BI0100001189 | ||
| 79 | 1.78 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001190 | 170 | Sq.m |
| 80 | 1.79 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001191 | ||
| 81 | 1.8 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001192 | 122.4 | Cu.m |
| 82 | 1.81 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001193 | ||
| 83 | 1.82 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001194 | 22.95 | Cu.m |
| 84 | 1.83 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001195 | ||
| 85 | 1.84 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001196 | 76.5 | Cu.m |
| 86 | 1.85 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001197 | ||
| 87 | 1.86 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001198 | 510 | Sq.m |
| 88 | 1.87 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001199 | ||
| 89 | 1.88 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001200 | 510 | Sq.m |
| 90 | 1.89 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001201 | ||
| 91 | 1.9 | Km 0/0- 0/226 | BI01010001010000000000000515BI0100001202 | 510 | Sq.m |
| 92 | 1.91 | Providing HM stones | BI01010001010000000000000515BI0100001203 | 1 | Nos |
| 93 | 1.92 | Provision for Name Board | BI01010001010000000000000515BI0100001204 | 1 | Nos |
| 94 | 1.93 | Part VI :Upgradation of Road from Vadugasathu to Malaiyampaatu Joinining Road Km 0/0 - 0/304 R176 | BI01010001010000000000000515BI0100001205 | ||
| 95 | 1.94 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001206 | ||
| 96 | 1.95 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001207 | 270 | Sq.m |
| 97 | 1.96 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | BI01010001010000000000000515BI0100001208 | ||
| 98 | 1.97 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001209 | 301 | Sq.m |
| 99 | 1.98 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001210 | ||
| 100 | 1.99 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001211 | 164.16 | Cu.m |
| 101 | 2 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001212 | ||
| 102 | 2.01 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001213 | 45.15 | Cu.m |
| 103 | 2.02 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | BI01010001010000000000000515BI0100001214 | ||
| 104 | 2.03 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001215 | 124.16 | Cu.m |
| 105 | 2.04 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001216 | ||
| 106 | 2.05 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001217 | 112.87 | Cu.m |
| 107 | 2.06 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001218 | ||
| 108 | 2.07 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001219 | 903 | Sq.m |
| 109 | 2.08 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001220 | ||
| 110 | 2.09 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001221 | 912 | Sq.m |
| 111 | 2.1 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001222 | ||
| 112 | 2.11 | Km 0/0- 0/450 | BI01010001010000000000000515BI0100001223 | 912 | Sq.m |
| 113 | 2.12 | Providing HM stones | BI01010001010000000000000515BI0100001224 | 1 | Nos |
| 114 | 2.13 | Provision for Name Board | BI01010001010000000000000515BI0100001225 | 1 | Nos |
| 115 | 2.14 | Part VII :Strengthening of Road from Sevoor Chinna Erikarai Road Km 0/587 - 1/0 R204 | BI01010001010000000000000515BI0100001226 | ||
| 116 | 2.15 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001227 | ||
| 117 | 2.16 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001228 | 198.9 | Sq.m |
| 118 | 2.17 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | BI01010001010000000000000515BI0100001229 | ||
| 119 | 2.18 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001230 | 221 | Sq.m |
| 120 | 2.19 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001231 | ||
| 121 | 2.2 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001232 | 89.51 | Cu.m |
| 122 | 2.21 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001233 | ||
| 123 | 2.22 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001234 | 24.86 | Cu.m |
| 124 | 2.23 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001235 | ||
| 125 | 2.24 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001236 | 82.88 | Cu.m |
| 126 | 2.25 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001237 | ||
| 127 | 2.26 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001238 | 663 | Sq.m |
| 128 | 2.27 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001239 | ||
| 129 | 2.28 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001240 | 663 | Sq.m |
| 130 | 2.29 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001241 | ||
| 131 | 2.3 | Km 0/587- 1/0 | BI01010001010000000000000515BI0100001242 | 663 | Sq.m |
| 132 | 2.31 | Providing HM stones | BI01010001010000000000000515BI0100001243 | 2 | Nos |
| 133 | 2.32 | Provision for Name Board | BI01010001010000000000000515BI0100001244 | 1 | Nos |
| 134 | 2.33 | Providing CC Pavement at Ch.916 to Ch.1000 | BI01010001010000000000000515BI0100001245 | ||
| 135 | 2.34 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B. | BI01010001010000000000000515BI0100001246 | 60.48 | Sq.m |
| 136 | 2.35 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | BI01010001010000000000000515BI0100001247 | 10.08 | Sq.m |
| 137 | 2.36 | Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete. | BI01010001010000000000000515BI0100001248 | 207.06 | Sq.m |
| 138 | 2.37 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. For Bed Block & Dirtwall | BI01010001010000000000000515BI0100001249 | 23.18 | Cu.m |
| 139 | 2.38 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works | BI01010001010000000000000515BI0100001250 | 0.09 | M.T |
| 140 | 2.39 | Plastering 1:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | BI01010001010000000000000515BI0100001251 | 50.4 | Sq.m |
| 141 | 2.4 | Reinforced cement concrete 1:1 1/2:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete. | BI01010001010000000000000515BI0100001252 | 0.81 | Cu.m |
| 142 | 2.41 | Providing CC Pavement at Ch.808 to Ch.1000 | BI01010001010000000000000515BI0100001253 | ||
| 143 | 2.42 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B. | BI01010001010000000000000515BI0100001254 | 19.2 | Sq.m |
| 144 | 2.43 | Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete. | BI01010001010000000000000515BI0100001255 | 38.4 | Sq.m |
| 145 | 2.44 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001256 | 19.2 | Cu.m |
| 146 | 2.45 | .Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade) | BI01010001010000000000000515BI0100001257 | 96 | Sq.m |
| 147 | 2.46 | Part VIII :Upgradation of Road from Panaiyur to BG Road Km 0/0 - 0/352 R296 | BI01010001010000000000000515BI0100001258 | ||
| 148 | 2.47 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001259 | ||
| 149 | 2.48 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001260 | 314.91 | Sq.m |
| 150 | 2.49 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001261 | ||
| 151 | 2.5 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001262 | 188.95 | Cu.m |
| 152 | 2.51 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001263 | ||
| 153 | 2.52 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001264 | 52.48 | Cu.m |
| 154 | 2.53 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001265 | ||
| 155 | 2.54 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001266 | 131.21 | Cu.m |
| 156 | 2.55 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001267 | ||
| 157 | 2.56 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001268 | 1049.7 | Sq.m |
| 158 | 2.57 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001269 | ||
| 159 | 2.58 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001270 | 1056 | Sq.m |
| 160 | 2.59 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001271 | ||
| 161 | 2.6 | Km 0/0 - 0/352 | BI01010001010000000000000515BI0100001272 | 1056 | Sq.m |
| 162 | 2.61 | Providing HM stones | BI01010001010000000000000515BI0100001273 | 1 | Nos |
| 163 | 2.62 | Provision for Name Board | BI01010001010000000000000515BI0100001274 | 1 | Nos |
| 164 | 2.63 | Part IX :Strengthening of Road from Irumbedu TA road to EB Office Dhurumban Nagar Road Km 0/181 - 0/600 R315 | BI01010001010000000000000515BI0100001275 | ||
| 165 | 2.64 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001276 | ||
| 166 | 2.65 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001277 | 452.52 | Sq.m |
| 167 | 2.66 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001278 | ||
| 168 | 2.67 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001279 | 226.26 | Cu.m |
| 169 | 2.68 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001280 | ||
| 170 | 2.69 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001281 | 138.27 | Cu.m |
| 171 | 2.7 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | BI01010001010000000000000515BI0100001282 | ||
| 172 | 2.71 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001283 | 207.41 | Cu.m |
| 173 | 2.72 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001284 | ||
| 174 | 2.73 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001285 | 157.13 | Cu.m |
| 175 | 2.74 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001286 | ||
| 176 | 2.75 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001287 | 1257 | Sq.m |
| 177 | 2.76 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001288 | ||
| 178 | 2.77 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001289 | 1257 | Sq.m |
| 179 | 2.78 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001290 | ||
| 180 | 2.79 | Km 0/181 - 0/600 | BI01010001010000000000000515BI0100001291 | 1257 | Sq.m |
| 181 | 2.8 | Providing HM stones | BI01010001010000000000000515BI0100001292 | 2 | Nos |
| 182 | 2.81 | Provision for Name Board | BI01010001010000000000000515BI0100001293 | 1 | Nos |
| 183 | 2.82 | Part X :Strengthening of Road from T.A Road to Subanrawpettai Road Km 0/0 - 0/330 R330 | BI01010001010000000000000515BI0100001294 | ||
| 184 | 2.83 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | BI01010001010000000000000515BI0100001295 | ||
| 185 | 2.84 | Km 0/0 - 0/330 | BI01010001010000000000000515BI0100001296 | 328 | Sq.m |
| 186 | 2.85 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001297 | ||
| 187 | 2.86 | Km 0/0 - 0/330 | BI01010001010000000000000515BI0100001298 | 44.27 | Cu.m |
| 188 | 2.87 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001299 | ||
| 189 | 2.88 | Km 0/0 - 0/330 | BI01010001010000000000000515BI0100001300 | 119.99 | Cu.m |
| 190 | 2.89 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001301 | ||
| 191 | 2.9 | Km 0/0 - 0/330 | BI01010001010000000000000515BI0100001302 | 990 | Sq.m |
| 192 | 2.91 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001303 | ||
| 193 | 2.92 | Km 0/0 - 0/330 | BI01010001010000000000000515BI0100001304 | 990 | Sq.m |
| 194 | 2.93 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001305 | ||
| 195 | 2.94 | Km 0/0 - 0/330 | BI01010001010000000000000515BI0100001306 | 990 | Sq.m |
| 196 | 2.95 | Providing HM stones | BI01010001010000000000000515BI0100001307 | 1 | Nos |
| 197 | 2.96 | Provision for Name Board | BI01010001010000000000000515BI0100001308 | 1 | Nos |
| 198 | 2.97 | Providing Side Drain | BI01010001010000000000000515BI0100001309 | ||
| 199 | 2.98 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B. | BI01010001010000000000000515BI0100001310 | 31.82 | Sq.m |
| 200 | 2.99 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | BI01010001010000000000000515BI0100001311 | 7.96 | Sq.m |
| 201 | 3 | Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete. | BI01010001010000000000000515BI0100001312 | 106.08 | Sq.m |
| 202 | 3.01 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. For Bed Block & Dirtwall | BI01010001010000000000000515BI0100001313 | 12.2 | Cu.m |
| 203 | 3.02 | Plastering 1:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | BI01010001010000000000000515BI0100001314 | 26.52 | Sq.m |
| 204 | 3.03 | 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 | BI01010001010000000000000515BI0100001315 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Jan 20, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 27, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender