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₹ 39,01,000
Costs
EMD
₹ 40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt- Upgradation Of Pulikkarai Mukkulam Road To Thonnaiyankottai Road Km 0/0 - 1/430 In Package On Tn04-18-tnrris-2018-19 Karimangalam Block P18
Description
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Contact
Tender Id
2018_RDTN_104992_1Bid Award Id
ViewTender No
Roc.No.1914/2018/R2 Dt.10.08.2018 TNRRIS P18Tender 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
7.18
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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
180
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-
Km.1/0-1/430
77.4
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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) .
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-
Km.0/0-1/0
329.04
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-
Km.1/0-1/430
141.9
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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
224.35
-
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Km.1/0-1/430
96.75
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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
224.35
-
-
Km.1/0-1/430
96.75
-
-
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.0/0-1/43
4290
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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
3000
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Km.1/0-1/430
1290
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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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-
Retainingwall @ Ch.876m
8.64
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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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-
Retainingwall @ Ch.876m
2.16
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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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-
Retainingwall @ Ch.876m
15.84
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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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-
Retainingwall @ Ch.876m
43.2
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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.
-
-
-
1.5m Slab Culvert @ Ch.280 m
79.99
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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 Slab Culvert @ Ch.280 m
10.32
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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 Slab Culvert @ Ch.280 m
78.35
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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
-
-
-
1.5m Slab Culvert @ Ch.280 m
3.36
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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.
-
-
-
1.5m Slab Culvert @ Ch.280 m
3.31
-
-
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
-
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-
1.5m Slab Culvert @ Ch.280 m
0.3
-
-
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
-
-
-
RCC Slab Culvert @ Ch.280m Below Sill
157.36
-
-
RCC Slab Culvert @ Ch.280m Above Sill
12.13
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-
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,
-
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-
1.5m Slab Culvert @ Ch.280 m
87.1
-
-
Provision of Weepholes
15
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-
Provision of Expansion Joints
3.15
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-
Provision of Name Board
1
-
-
Provision of Sign Board
5
-
-
Provision of KM Stone
1
-
-
Provision of HM Stone
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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-
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