Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date18 Feb 2019
Closing Date28 Feb 2019
Tender Amount₹ 49,63,503
Costs
EMD
₹ 50,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Thanjavur District - Strengthening Of 3 Roads In Package No.13 Peravurani Block In Thanjavur District Under 80 Percent Capital Grant Fund (cgf) - 2018-2019
Description
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Contact
Tender Id
2019_RDTN_122533_1Bid Award Id
ViewTender No
Rc.No.439/2019/A3 dated. 12.02.2019Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
Technical Bid detail document
Price Bid detail document
BOQ Items
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 0/0-1/500
1620
-
-
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
1875
-
-
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
281.25
-
-
KM 1/0-1/500
140.63
-
-
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 0/0-1/500
5625
-
-
Providing and layiing 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
3750
-
-
KM 1/0-1/500
1875
-
-
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 1/0-1/500
60
-
-
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 Sign board
3
-
-
Provision for Name board
1
-
-
Part.2. Strengthening of Nadankadu to Kalathur road Km 0/0-0/400 in Kalathur panchayat.
-
-
-
Clearing and grubbing road land including uprooting wild vegetation grass bushes, shrub. saplings and trees of girth upto 300mm, removal of stumps of such trees cut eariler and disposal of unserviceable materials and stacking of servicesable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause.
-
-
-
KM 0/0-0/400
576
-
-
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 0/0-0/400
432
-
-
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 0/0-0/400
400
-
-
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 0/0-0/400
90
-
-
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 0/0-0/400
1200
-
-
Providing and layiing 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 0/0-0/400
1200
-
-
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 0/0-0/400
48
-
-
Provision for Name board
1
-
-
Part.3. Strengthening of Enanthikarambai AD colony road Km 0/0-0/625 in Ammaiyandi panchayat.
-
-
-
Clearing and grubbing road land including uprooting wild vegetation grass bushes, shrub. saplings and trees of girth upto 300mm, removal of stumps of such trees cut eariler and disposal of unserviceable materials and stacking of servicesable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause.
-
-
-
KM 0/0-0/625
900
-
-
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 0/0-0/625
675
-
-
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 0/0-0/625
625
-
-
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 0/0-0/625
140.63
-
-
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
1875
-
-
Providing and layiing 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 0/0-0/625
1875
-
-
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
75
-
-
Provision for Name board
1
-
-
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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