Ramanathapuram District-Mandapam Block-MGSMT-10/2024-25 under MGSMT 2024-25

Amount

Part I:Stengthening Road from Dhargavalasai Meenavar KudyIruppu (R-27) KM 0/0-1/05

Clearing the scrub Jungle Including all labour charges for burrying and burning etc.,

Picking Charges for 5 cm to 10 cm old metalled and B.T. surface and sectioning including cost and conveyance and all labour charges etc.

Earth work excavation and deposition of bank in all classes of soils such as hard stiff clay, hard black cotton soil, hard red earth, hard murrum, etc., as per SS 20A including all labour charges etc., for widening side Berms

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.

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.

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.

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.,

Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc.,

Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface

Providing and fixing of KM stones for standard specification

Providing and fixing of HM stones for standard specification

Providing and fixing of sign board for standard specification

Providing and fixing of Name board for standard specification

Construction of RCC Culvert at 1.50m Span at Ch 0/145

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as per standard specification

Supplying and filling in foundation and basement with FILLING SAND in layers not more 15 cm thick well rammed watered and compacted .complete complying to standard specification

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Cement Concrete 1:3:6 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

abutment

wings

Cement Concrete 1:2:4 mix Using Hand Broken Granite 20 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

abutment

supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour

Below Sill level

Deck slab

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein for cement and fabricating charges, centring and shuttering, shall be finished smooth with cement mortar 1:3, 12mm thick. and with Kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. Rate for 10m3

Deck slab

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 arills for all R.C.C. works

Supply and Fixing of Tar Paper for full width of seting of Deck slab including all labour charges etc complete..

Providing Wee pholes in brick Masonry plain reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1:20 etc complete as per specification

Gravel filling between bodywall including cost and conveyence of gravel labour for filling watering and compacting etc., completed with standard specification.,

Part II: Stengthening Road from NH 49 to Seeniyappadharga (R-73) km(0/0-0/500)

Clearing the scrub Jungle Including all labour charges for burrying and burning etc.,

Picking Charges for 5 cm to 10 cm old metalled and B.T. surface and sectioning including cost and conveyance and all labour charges etc.

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required 4

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 5mix 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) machanical mix plant carriage of mixed material by

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 6laying 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.

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.

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.,

Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc.,

Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface

Providing and fixing of HM stones for standard specification

Providing and fixing of sign board for standard specification

Providing and fixing of Name board for standard specification

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}

PERUMAAL MURTHY CONSTRUCTIONS (BID ID -1078232)