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₹ 84,45,923
Costs
EMD
₹ 85,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Thanjavur District - Upgradation Of 4 Roads In Package No.12 Madukkur Block In Thanjavur District Under 80 Percent Capital Grant Fund (cgf) - 2018-2019
Description
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Contact
Tender Id
2019_RDTN_122526_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
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 0/0-1/0
1200
-
-
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
525
-
-
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
-
-
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
-
-
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
-
-
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
3000
-
-
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
180
-
-
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.
4
-
-
Provision for Sign board
2
-
-
Provision for Name board
1
-
-
Construction of RCC pipe culvert 900mm dia @ chainage 220m.
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
-
-
-
Pipe Culvert @ Ch 220m.
20.7
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Pipe Culvert @ Ch 220m.
2.72
-
-
Cement concrete of grade CC 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 for 10 cum.
-
-
-
Pipe Culvert @ Ch 220m.
2.72
-
-
Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed.
-
-
-
Pipe Culvert @ Ch 220m.
32.76
-
-
Cement concrete of grade CC 1:3:6 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 for 10 cum.
-
-
-
Pipe Culvert @ Ch 220m.
11.69
-
-
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
Pipe Culvert @ Ch 220m.
7.5
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
Pipe Culvert @ Ch 220m.
1.8
-
-
Part.2. Upgrdation of West street Boys Hostel to Gangadevi road in Alathur panchayat Km 0/0-0/350.
-
-
-
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 0/0-0/350
840
-
-
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 0/0-0/350
315
-
-
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 0/0-0/350
157.5
-
-
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 0/0-0/350
78.75
-
-
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 0/0-0/350
78.75
-
-
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 0/0-0/350
1050
-
-
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 0/0-0/350
1050
-
-
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 0/0-0/350
63
-
-
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
-
-
Provision for Sign board
2
-
-
Provision for Name board
1
-
-
Part.3. Upgradation of Musiri north sivankovil road in Alathur panchayat Km 0/0-0/390.
-
-
-
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 0/0-0/390
936
-
-
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 0/0-0/390
351
-
-
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 0/0-0/390
157.5
-
-
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 0/0-0/390
87.75
-
-
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 0/0-0/390
87.75
-
-
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 0/0-0/390
1170
-
-
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 0/0-0/390
1170
-
-
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 0/0-0/390
70.2
-
-
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
-
-
Provision for Sign board
2
-
-
Provision for Name board
1
-
-
Part.4. Upgradation of Elangadu Nadu theru road in Elangadu panchayat Km 0/0-0/655.
-
-
-
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 0/0-0/655
1572
-
-
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 0/0-0/655
864.6
-
-
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 0/0-0/655
343.88
-
-
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 0/0-0/655
147.38
-
-
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 0/0-0/655
147.38
-
-
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 0/0-0/655
1965
-
-
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 0/0-0/655
1965
-
-
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 0/0-0/655
117.9
-
-
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 Sign board
1
-
-
Provision for Name board
1
-
-
Construction of RCC pipe culvert 900mm dia @ chainage 260m.
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
-
-
-
Pipe Culvert @ Ch 260m.
20.7
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Pipe Culvert @ Ch 260m.
2.72
-
-
Cement concrete of grade CC 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 for 10 cum.
-
-
-
Pipe Culvert @ Ch 260m.
2.72
-
-
Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed.
-
-
-
Pipe Culvert @ Ch 260m.
32.76
-
-
Cement concrete of grade CC 1:3:6 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 for 10 cum.
-
-
-
Pipe Culvert @ Ch 260m.
11.69
-
-
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
Pipe Culvert @ Ch 260m.
7.5
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
Pipe Culvert @ Ch 260m.
1.8
-
-
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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