Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date5 Nov 2019
Closing Date28 Nov 2019
Tender Amount₹ 69,48,000
Costs
EMD
₹ 70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Upgradation / Strengthening / Renewal Of Roads 1 Nos In Package No. Tn04- 03 Tnrris 2019-20 Palacode Block P03
Description
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Contact
Tender Id
2019_RDTN_143263_1Bid Award Id
ViewTender No
Roc.No.1133/2019/R2 Dt.10.10.2019 TNRRIS P03Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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 0/0-1/0
135
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km 1/0-2/0
135
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km 2/0-2/245
31.51
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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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) WBM Grade II
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km 0/0-1/0
220.79
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km 1/0-2/0
225
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km 2/0-2/245
54.48
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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
220.79
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km 1/0-2/0
225
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km 2/0-2/245
54.48
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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.
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Km.0/0-2/0
5235
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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
2970
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km 1/0-2/0
3000
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km 2/0-2/245
735
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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.
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1.5m RCC Slab Culvert ch 0/270m
70.27
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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.
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1.5m RCC Slab Culvert ch 0/270m
9.06
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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.
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1.5m RCC Slab Culvert ch 0/270m
70.24
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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.
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1.5m RCC Slab Culvert @ Ch. - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch. - 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
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1.5m RCC Slab Culvert ch 0/270m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert ch 0/270m
2.65
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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
0.32
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
17.04
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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.
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1.5m RCC Slab Culvert ch 0/444m
70.27
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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.
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1.5m RCC Slab Culvert ch 0/444m
9.06
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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.
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1.5m RCC Slab Culvert ch 0/444m
70.24
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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.
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1.5m RCC Slab Culvert @ Ch. - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch. - 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
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1.5m RCC Slab Culvert ch 0/444m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert ch 0/444m
2.65
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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
0.32
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
17.04
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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.
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1.5m RCC Slab Culvert ch 0/791m
70.27
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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.
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1.5m RCC Slab Culvert ch 0/791m
9.06
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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.
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1.5m RCC Slab Culvert ch 0/791m
70.24
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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.
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1.5m RCC Slab Culvert @ Ch. - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch. - 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
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1.5m RCC Slab Culvert ch 0/791m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert ch 0/791m
2.65
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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
0.32
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
17.04
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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.
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1.5m RCC Slab Culvert ch 2/240 m
70.27
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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.
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1.5m RCC Slab Culvert ch 2/240 m
9.06
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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.
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1.5m RCC Slab Culvert ch 2/240 m
70.24
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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.
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1.5m RCC Slab Culvert @ Ch. - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch. - 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
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1.5m RCC Slab Culvert ch 2/240 m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert ch 2/240 m
2.65
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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
0.32
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
17.04
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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.
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1.5m RCC Slab Culvert ch 0/380-0/403 m
21.87
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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.
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1.5m RCC Slab Culvert ch 0/380-0/403 m
3.65
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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.
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1.5m RCC Slab Culvert ch 0/380-0/403 m
36.61
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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.
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1.5m RCC Slab Culvert @ Ch. - Below Sill
97.2
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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.
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1.5m RCC Slab Culvert ch 0/720 m
19.17
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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.
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1.5m RCC Slab Culvert ch 0/720 m
2.56
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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.
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1.5m RCC Slab Culvert ch 0/720 m
15.37
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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.
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1.5m RCC Slab Culvert @ Ch. - Below Sill
55.53
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Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with 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 as per (Mix -in - place method).
7.18
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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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) WBM Grade II
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km 0/0-1/0
3.59
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Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
11.04
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
12
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Provision of Hm Stone
9
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Provision of Km Stone
2
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Provision of Name Board
1
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Provision of Sign Board
6
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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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