Strengthening Of Road - 2 Nos. At Rajapalayam Block Of Virudhunagar District In Pacakge No.Tnrris-07/2021-22 Under Tnrris For The Year 2021-22 Strengthening Of Road - 2 Nos. At Rajapalayam Block Of Virudhunagar District In Pacakge No.Tnrris-07/2021-22 Und
Tender Overview
Project Description
Strengthening Of Road - 2 Nos. At Rajapalayam Block Of Virudhunagar District In Pacakge No.Tnrris-07/2021-22 Under Tnrris For The Year 2021-22 Strengthening Of Road - 2 Nos. At Rajapalayam Block Of Virudhunagar District In Pacakge No.Tnrris-07/2021-22 Under Tnrris For The Year 2021-22
BOQ
| Sl. No. | Item Description |
| 1 | Part-1:- Inamchettikulam Road to Kayalkudi River Road |
| 2 | Clearingthe Scrub junglewithout alignment for widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked insuch a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition,All holes of hollows whether original,existing or produced by digging of roots shall than be carefully filled up the earth well rammed and levelled of and the entire work completed in all respect as per SI 17 (2) |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning etc., complete. |
| 4 | Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. |
| 5 | Providing and laying gravel 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. |
| 6 | Km 0/0-1/0 |
| 7 | Km 1/0-1/050 |
| 8 | 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 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. |
| 9 | Applying Prime coat over WBM/WMM surface at 7.00kg of SS1 Bitumen Emulsion /10 sq.m including labour for spraying,hire charges for bitumen sprayer etc.comp |
| 10 | Providing and laying tackcoat over the Primed WMM surface using 2.5kg of RS - 1 for 10sqm area includinglabour charges for spraying ,hire charges for bitumen sprayer etc. comp |
| 11 | 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 23.232 Kgs ofVG 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 plastic waste |
| 12 | Providing of Kilo Metre stone size 1.65mX0.45mX0.15m |
| 13 | Providing Hecta Metre stone size 0.90X0.15X0.15m |
| 14 | Provision for Name board |
| 15 | Provision for Caution board |
| 16 | Provision for Sign board |
| 17 | CD Works-1 :- Construction of 1.50 m span RCC Slab culvert @ Km 0/760 |
| 18 | Earth work excavation in all clauses of soil with initial lead of 10 m and initial lift 2 m except hard rock, blasting, etc., complete as per standard specification. |
| 19 | Collection and supply of sandand filling in to the basement including cost and conveyanceto the siteand all labour charges for filling as per standard speecifications |
| 20 | Cement concrete 1:4:8 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification. |
| 21 | Cement concrete 1:3:6 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification. |
| 22 | Cement concrete 1:2:4 mix using 20 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification. |
| 23 | RCC1:11/2:3 mix using 20 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification. |
| 24 | Supplying and fabrication of steel for R.C.C. works including all cost and conveyance of materials, labour charges such as cutting, bending, tying and placing in position, etc., complete as per standard specification. |
| 25 | Supplying and erecting centeringshuttering with necessary supportsincluding cost and conveyance and all labour charges etc. |
| 26 | Above G.L. |
| 27 | Below G.L. |
| 28 | Part-2:- Sunderajapuram arachi oorani road to Pulpathimalai road |
| 29 | Clearingthe Scrub junglewithout alignment for widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked insuch a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition,All holes of hollows whether original,existing or produced by digging of roots shall than be carefully filled up the earth well rammed and levelled of and the entire work completed in all respect as per SI 17 (2) |
| 30 | Picking 5 cm to 10 cm old metalled surface and sectioning etc., complete. |
| 31 | Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. |
| 32 | Providing and laying Gravel 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. |
| 33 | Km 0/0-1/0 |
| 34 | Km 1/0-2/0 |
| 35 | 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 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. |
| 36 | Applying Prime coat over WBM/WMM surface at 7.00kg of SS1 Bitumen Emulsion /10 sq.m including labour for spraying,hire charges for bitumen sprayer etc.comp |
| 37 | Providing and laying tackcoat over the Primed WMM surface using 2.5kg of RS - 1 for 10sqm area includinglabour charges for spraying ,hire charges for bitumen sprayer etc. comp |
| 38 | 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 23.232 Kgs ofVG 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 plastic waste |
| 39 | Providing of Kilo Metre stone size 1.65mX0.45mX0.15m |
| 40 | Providing Hecta Metre stone size 0.90X0.15X0.15m |
| 41 | Provision for Name board |
| 42 | Provision for Caution board |
| 43 | Provision for Sign board |
| 44 | GST Amount for providing Service to the above Government Contract 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} |
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