Ramanathapuram District - Nainarkoil Block - 19/MGSMT/2025-26

Amount

Part - I Strengthening Of the road from Ariyankottai-Kavanur road to Thaniyapuli road km 0/0 - 0732 R-90 VPR

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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 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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

Hecta metre stone

60 cm Equilateral Triangle Cautionary Sign Board

Toe wall

Earth work excavation for pavement & drain in all soils and sub soils and to full depth as may be directed except rock requiring blasting but inclusive of shoring strutting and baling out water wherever necessary etc., complete.

Cement concrete 1:4:8 (One cement four sand and eight aggregate) using 40mm gauge hard broken granite stone including all incidental charges, dewatering if found necessary etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

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

Rcc Culvert at 1.50m span Ch10m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Refilling behind the abutment

Supply and fixing Tar Paper

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,

Part - II Strengthening Of the road from kottakudi to sethugal road via AD colony km 0/0 - 0/996 R-144 VPR

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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 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.

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) .

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

Hecta metre stone

60 cm Equilateral Triangle Cautionary Sign Board

Rcc Culvert at 1.50m span Ch5m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Refilling behind the abutment

Supply and fixing Tar Paper

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,

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}

NATHAN AND CO (BID ID -1341049)