Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date12 Sep 2018
Closing Date1 Oct 2018
Tender Amount₹ 1,18,69,000
Costs
EMD
₹ 1,19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt- Upgradation Of Moolerikadu To Perieri Pudur Road Km 0/0-3/0 H/o Sitheri In Package On Tn04-19-tnrris-2018-19 Of Pappireddipatti Block Of P19
Description
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Contact
Tender Id
2018_RDTN_104995_1Bid Award Id
ViewTender No
Roc.No.1914/2018/R2 Dt.10.08.2018 TNRRIS P19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Hardrock Blasting - including all other incidental charges etc., complete
160.97
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-
Collection and suply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compation with power roller etc complete
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-
-
Km.0/0-3/0
540
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-
Picking the existing damaged BT surface
-
-
-
Km.0/0-3/0
350
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-
Providing and laying water bound macadam 75 mm conscidated thickenss with Grade II metal using 1.00 cum of 90-22 mm IRC size HBG Metal with 0.24 cum of Gravel for blindage per 10 Sqm. Including cost and coveyance of all materials to work site and stacking them at the site to departmental gauge for pre-measurement and labour charges for spreading metal and gravel, hand packing to camber, watering with all loads for water and compaction by 80.100 km power roller including hire charges and fuel charges for power employed including necessary earthern bund to protect edges, lighting, guarding, barricadings and maintenance of diversion etc. complete as per clause 404 of most Specification.
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-
-
Km.0/0-1/0
145.6
-
-
Km.1/0-2/0
222.4
-
-
Km.2/0-3/0
221.41
-
-
Providing and laying water bound macadam 75 mm consolidated thickenss with Grade III metal using 1.00 cum of 63 mm to .11.20 mm IRC size HBG Metal with 0.24 cum of Gravel for blindage per 10 Sqm. Including cost and coveyance of all materials to work site and stacking them at the site to departmental gauge for pre-measurement and labour charges for spreading metal and gravel, hand packing to camber, watering with all loads for water and compaction by 80.100 km power roller including hire charges and fuel charges for power employed including necessary earthern bund to protect edges, lighting, guarding, barricadings and maintenance of diversion etc. complete as per clause 404 of most Specification.
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-
-
Km.0/0-1/0
224.35
-
-
Km.1/0-2/0
222.4
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-
Km.2/0-3/0
221.41
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-
Providing and laying TACK COAT over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its 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 by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
Km.0/0-3/0
8908.5
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-
Providing and laying premix carpet with seal coat type A for 20mm thickness using 0.18 Cum of 13.20 mm IRC size HGB metal and 0.09 cum of 11.20 mm IRC size HGB metal with and 0.09Cum of 6.70 mm IRC size HGB metal 24.40 kg of 60/70 bitumen for premixing 10 Sqm of Premix carpet including cost and conveyance of all materials to the work site and stacking them to the departmental metric gauge for Premeasurement, heating the bitumen in bitumen boiler, heating the aggregate and mixing them with bitumen in mini hot mix plant for premix carpet only, rolling by 80-100 KN power roller for premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, application of bitumen for seal coat separately over premix carpet etc., including hire charges and fuel charges for Mini hot mix Plant, bitumen boiler, power roller and all other tools and plants employed but excluding cost of primer/tack cost etc., complete as per clause 509 of MOST specification..
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-
Km.0/0-1/0
2991.3
-
-
Km.1/0-2/0
2965.2
-
-
Km.2/0-3/0
2952
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch.1100 m
74.2
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch.1100 m
9.57
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-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch.1100 m
71.28
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-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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-
-
1.5m Span Culvert @ Ch.1100 m Below Sill
157.41
-
-
1.5m Span Culvert @ Ch.1100 m Above Sill
9.88
-
-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.1100 m
2.69
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch.1100 m
2.65
-
-
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
-
-
-
1.5m Span Culvert @ Ch.1100 m
0.3
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch.1100 m
46.8
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-
Provision for Weepholes
15
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-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch.1325 m
74.2
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch.1325 m
9.57
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-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch.1325 m
71.28
-
-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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-
-
1.5m Span Culvert @ Ch.1325 m Below Sill
157.41
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-
1.5m Span Culvert @ Ch.1325 m Above Sill
9.88
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-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.1325 m
2.69
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch.1325 m
2.65
-
-
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
-
-
-
1.5m Span Culvert @ Ch.1325 m
0.3
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch.1325 m
46.8
-
-
Provision for Weepholes
15
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-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch.1550 m
74.2
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch.1550 m
9.57
-
-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch.1550 m
71.28
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-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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-
-
1.5m Span Culvert @ Ch.1550 m Below Sill
157.41
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-
1.5m Span Culvert @ Ch.1550 m Above Sill
9.88
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-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.1550 m
2.69
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch.1550 m
2.65
-
-
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
-
-
-
1.5m Span Culvert @ Ch.1550 m
0.3
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch.1550 m
46.8
-
-
Provision for Weepholes
15
-
-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch.2050 m
74.2
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-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch.2050 m
9.57
-
-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch.2050 m
71.68
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-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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-
-
1.5m Span Culvert @ Ch.2050 m Below Sill
160.82
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-
1.5m Span Culvert @ Ch.2050 m Above Sill
20.84
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-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.2050 m
3.12
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch.2050 m
7.92
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-
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
-
-
-
1.5m Span Culvert @ Ch.2050 m
0.85
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch.2050 m
46.8
-
-
Provision for Weepholes
15
-
-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch.2200 m
74.2
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch.2200 m
9.57
-
-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch.2200 m
71.28
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-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.2200 m Below Sill
157.41
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-
1.5m Span Culvert @ Ch.2200 m Above Sill
9.88
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-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.2200 m
2.69
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch.2200 m
2.65
-
-
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
-
-
-
1.5m Span Culvert @ Ch.2200 m
0.3
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch.2200 m
46.8
-
-
Provision for Weepholes
15
-
-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch 2350m
74.2
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch 2350m
9.57
-
-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch 2350m
71.28
-
-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch 2350m Below Sill
157.41
-
-
1.5m Span Culvert @ Ch 2350m m Above Sill
9.88
-
-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch 2350m
2.69
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch 2350m
2.65
-
-
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
-
-
-
1.5m Span Culvert @ Ch 2350m
0.3
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch 2350m
46.8
-
-
Provision for Weepholes
15
-
-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
1.5m Span Culvert @ Ch.2610 m
74.2
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
1.5m Span Culvert @ Ch.2610 m
9.57
-
-
Cement concrete 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.
-
-
-
1.5m Span Culvert @ Ch.2610 m
71.28
-
-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.2610 m Below Sill
157.41
-
-
1.5m Span Culvert @ Ch.2610 m Above Sill
9.88
-
-
Reinforced 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 10 cum complying with standard specification. Centering
-
-
-
1.5m Span Culvert @ Ch.2610 m
2.69
-
-
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
1.5m Span Culvert @ Ch.2610 m
2.65
-
-
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
-
-
-
1.5m Span Culvert @ Ch.2610 m
0.3
-
-
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
1.5m Span Culvert @ Ch.2610 m
46.8
-
-
Provision for Weepholes
15
-
-
Provision for Expansion Joints
3.15
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
Retainingwall @ Ch.2630-2640 m
12
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
Retainingwall @ Ch.2630-2640 m
2.4
-
-
Cement concrete 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.
-
-
-
Retainingwall @ Ch.2630-2640 m
11.48
-
-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
Retainingwall @ Ch.2630-2640 m
31.3
-
-
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.
-
-
-
Retainingwall @ 2620-2660 2925-2965
168
-
-
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
Retainingwall @ 2620-2660 2925-2965
24
-
-
Cement concrete 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.
-
-
-
Retainingwall @ 2620-2660 2925-2965
152.2
-
-
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
Retainingwall @ 2620-2660 2925-2965
351.62
-
-
Provision of Name Board
1
-
-
Provision of Sign Board
6
-
-
Provision of KM Stone
3
-
-
Provision of HM Stone
12
-
-
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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-
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