Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date12 Jan 2021
Closing Date2 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Upgradation / Strengthening Of The Road 2 Nos In Package No Tn 04 - 11 Scpar 2020-2021 Palacode Block P11
Description
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Contact
Tender Id
2021_RDTN_191011_1Bid Award Id
ViewTender No
Roc.No. 3600/20/R5 Dt.10.01.2021 SCPAR P11Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
KM.0/0-0/560
50.14
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-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premising the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density.
-
-
-
KM.0/0-0/560
252.94
-
-
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
-
-
-
KM.0/0-0/560
1686.3
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
KM.0/0-0/560
1695
-
-
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..
-
-
-
KM.0/0-0/560
1695
-
-
Provision of Name Board
1
-
-
Provision of Hm Stone
2
-
-
Culvert 1.50m span km 0/1
-
-
-
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.
70.27
-
-
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.
9.22
-
-
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.
67.59
-
-
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
2.69
-
-
Below Sill
150.68
-
-
Above Sill
9.88
-
-
R.CC.1:1/2:3
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
0.23
-
-
Bitumen pad
2.52
-
-
Tar Paper
15.12
-
-
Well protective wall ch 0/240-0/255
-
-
-
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.
16.4
-
-
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.
1.82
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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.
28.07
-
-
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
75.6
-
-
Upgradation of the road from Chikkathanahalli - sembattu kottai Km 0/0 - 1/0 H/O Jerthalav (R-360)
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-
-
Clearing scrub jungle including removing from the site, disposal by burying or burning etc complete as directed by the departmental officers and including all other incidental charges etc., complete
360
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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
-
-
-
KM.0/0-1/0
89.74
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premising the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density.
-
-
-
KM.0/0-1/0
448.69
-
-
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
-
-
-
KM.0/0-1/0
2991.3
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
KM.0/0-1/0
3000
-
-
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..
-
-
-
KM.0/0-1/0
3000
-
-
Provision of Name Board
1
-
-
Provision of Km Stone
1
-
-
Provision of Hm Stone
4
-
-
Culvert 1.50m span km 0/520
-
-
-
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.
70.27
-
-
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.
9.22
-
-
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.
68
-
-
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
2.69
-
-
Below Sill
153.1
-
-
Above Sill
9.88
-
-
R.CC.1:1 / 2:3
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
0.23
-
-
Bitumen pad
2.52
-
-
Tar Paper
15.12
-
-
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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