Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Mar 2022
Closing Date28 Mar 2022
Tender Amount₹ 1,13,85,000
Costs
EMD
₹ 1,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Upgradation / Strengthening Of The Road From 2 Road In Package No. Tn04-09 / Tnrris 2021-2022 Harur Block P09
Description
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Contact
Tender Id
2022_RDTN_225040_1Bid Award Id
ViewTender No
Roc.No.3030/2021/R2 Dt.08.03.2022 TNRRIS P09Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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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
174.08
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Km 0/0-2/0
174.6
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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)
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Km 0/0 - 1/0
440.44
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Km 0/0-2/0
436.5
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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Km 0/0 - 2/0
876.94
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Providing and laying of Prime Coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
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-
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Km 0/0 - 2/0
5846.3
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Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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Km 0/0 - 2/0
5855
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Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefore etc.com. (Using Plastic Waste)
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Km 0/0 - 2/0
5855
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Culvert 1.5m span @ Ch.785 m
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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.
73.49
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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.
10.12
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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.
71.08
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for slabs and beams complying with standard specification
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Centering below ground
146.69
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Centering above ground
9.88
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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
0.27
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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
2.69
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
2.65
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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
66.3
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Provision for Wepholes
15
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Expension joint (Bituman Pad)
1.2
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-
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Hardbed @ Km.0/2
-
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-
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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.
54.03
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-
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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.
9
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-
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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.
27.02
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-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for slabs and beams complying with standard specification
102.9
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-
... More
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)
18.45
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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.
9.23
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Construction of Un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), Coarse an
30
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Expension joint (Bituman Pad)
10
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-
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Hardbed @ Km.1/2
-
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-
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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.
19.82
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-
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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.
4.95
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-
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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.
19.88
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-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for slabs and beams complying with standard specification
69.48
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-
... More
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)
6.15
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-
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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.
4.61
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Construction of Un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), Coarse an
15
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Expension joint (Bituman Pad)
5
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-
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Hardbed @ Km.1/4
-
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-
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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.
19.82
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-
... More
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.
4.95
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-
... More
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.
19.88
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-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for slabs and beams complying with standard specification
69.48
-
-
... More
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)
6.15
-
-
... More
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.
4.61
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-
... More
Construction of Un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), Coarse an
15
-
-
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Expension joint (Bituman Pad)
5
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-
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Retaining wall @ Ch.749-780 m
-
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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.
44.64
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-
... More
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.
3.72
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-
... More
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.
46.03
-
-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for slabs and beams complying with standard specification
242
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-
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Provision of Weepholes
9
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-
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Provision of Hm Stone
8
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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
8
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Upgradation of the road from Maligapuram OHT to UP Thanda H/o Bairnaickenpatti Km.0/0-1/150
-
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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
1356
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-
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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
-
-
-
... More
Km 0/0 - 1/0
85.95
-
-
... More
Km 1/0-1/13
11.44
-
-
... More
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
-
-
-
... More
Km 0/0-1/13
408.91
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-
... More
Providing and laying of Prime Coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
Km 0/0-1/13
4089.13
-
-
... More
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
-
-
-
... More
Km 0/0-1/13
4100
-
-
... More
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefore etc.com. (Using Plastic Waste)
-
-
-
... More
Km 0/0-1/13
4100
-
-
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Provision of Hm Stone
6
-
-
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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
8
-
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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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