Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date9 Feb 2019
Closing Date22 Feb 2019
Tender Amount₹ 1,33,48,310
Costs
EMD
₹ 1,34,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Thanjavur District - Upgradation And Strengthening Of 7 Roads In Package No.01 Thanjavur Block In Thanjavur District Under Scpar - 2018-2019 Tranche.
Description
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Contact
Tender Id
2019_RDTN_120787_1Bid Award Id
ViewTender No
Rc.No.5544/2018/A4 dated 02.02.2019Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
KM 1/0-1/220
79.2
-
-
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.
-
-
-
KM 0/600-1/0
1150
-
-
KM 1/0-1/220
220
-
-
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.
-
-
-
KM 0/0-1/0
258.75
-
-
KM 1/0-1/220
49.5
-
-
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.
-
-
-
KM 0/0-1/0
3450
-
-
KM 1/0-1/220
660
-
-
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)
-
-
-
KM 0/0-1/0
3450
-
-
KM 1/0-1/220
660
-
-
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.
-
-
-
KM 0/0-1/0
114
-
-
KM 1/0-1/220
19.8
-
-
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
-
-
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.
5
-
-
Provision for Name board
1
-
-
Part.2. Strengthening of Erukkampallam road in Mariyamman kovil panchayat Km 0/0-1/200.
-
-
-
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.
-
-
-
KM 0/0-1/0
360
-
-
KM 1/0-1/200
72
-
-
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.
-
-
-
KM 0/0-1/0
1000
-
-
KM 0/0-1/200
200
-
-
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.
-
-
-
KM 0/0-1/0
225
-
-
KM 1/0-1/200
45
-
-
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.
-
-
-
KM 0/0-1/0
3000
-
-
KM 1/0-1/200
600
-
-
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)
-
-
-
KM 0/0-1/0
3000
-
-
KM 1/0-1/200
600
-
-
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.
-
-
-
KM 0/0-1/0
120
-
-
KM 1/0-1/200
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.
1
-
-
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.
5
-
-
Provision for Name board
1
-
-
Part.3. Upgradation of Gnanam Shawkariammal nagar road in Mariyammankovil panchayat Km 0/0 - 0/750.
-
-
-
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.
-
-
-
KM 0/0-0/750
270
-
-
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).
-
-
-
KM 0/0-0/750
225
-
-
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.
-
-
-
KM 0/0-0/750
168.75
-
-
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.
-
-
-
KM 0/0-0/750
168.75
-
-
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.
-
-
-
KM 0/0-0/750
2250
-
-
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)
-
-
-
KM 0/0-0/750
2250
-
-
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.
-
-
-
KM 0/0-0/750
82.5
-
-
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.
3
-
-
Provision for Name board
1
-
-
Part.4. Upgradation of Thevaboomi nagar road in Mariyammankovil panchayat Km 0/0 - 0/700.
-
-
-
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.
-
-
-
KM 0/0-0/700
252
-
-
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).
-
-
-
KM 0/0-0/700
210
-
-
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.
-
-
-
KM 0/0-0/700
157.5
-
-
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.
-
-
-
KM 0/0-0/700
157.5
-
-
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.
-
-
-
KM 0/0-0/700
2100
-
-
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)
-
-
-
KM 0/0-0/700
2100
-
-
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.
-
-
-
KM 0/0-0/700
76.95
-
-
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.
3
-
-
Provision for Name board
1
-
-
Part.5. Upgradation of Abirami nagar road in Mariyammankovil panchayat Km 0/0 - 1/500.
-
-
-
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.
-
-
-
KM 0/0-1/0
360
-
-
KM 1/0-1/500
180
-
-
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).
-
-
-
KM 0/0-1/0
300
-
-
KM 1/0-1/500
150
-
-
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.
-
-
-
KM 0/0-1/0
225
-
-
KM 1/0-1/500
112.5
-
-
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.
-
-
-
KM 0/0-1/0
225
-
-
KM 1/0-2/0
112.5
-
-
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.
-
-
-
KM 0/0-1/0
3000
-
-
KM 1/0-1/500
1500
-
-
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)
-
-
-
KM 0/0-1/0
3000
-
-
KM 1/0-1/500
1500
-
-
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.
-
-
-
KM 0/0-1/0
90
-
-
KM 1/0-1/500
67.5
-
-
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
-
-
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
-
-
Provision for Name board
1
-
-
Part.6. Strengthening of Thangaiya nagar theru in Mariyamman koil Panchayat Km 0/0-0/380.
-
-
-
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.
-
-
-
KM 0/0-0/380
136.8
-
-
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.
-
-
-
KM 0/0-0/380
220
-
-
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).
-
-
-
KM 0/0-0/380
48
-
-
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.
-
-
-
KM 0/0-0/380
36
-
-
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.
-
-
-
KM 0/0-0/380
85.5
-
-
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.
-
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-
KM 0/0-0/380
1140
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-
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)
-
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-
KM 0/0-0/380
1140
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-
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.
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KM 0/0-0/380
40.8
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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.
1
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-
Provision for Name board
1
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Part.7. Upgradation of Municipal Colony 2nd Main road in Mariyamman koil Panchayat Km 0/0-0/550.
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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.
-
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KM 0/0-0/550
198
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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).
-
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-
KM 0/0-0/550
165
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-
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.
-
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-
KM 0/0-0/550
123.75
-
-
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.
-
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-
KM 0/0-0/550
123.75
-
-
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.
-
-
-
KM 0/0-0/550
1650
-
-
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)
-
-
-
KM 0/0-0/550
1650
-
-
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.
-
-
-
KM 0/0-0/550
60
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-
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
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-
Provision for Name board
1
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-
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}
1
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