Tirunelveli District/ Strengthening of roads in package no.6/MGSMT 2024-25 in Manur Block

Amount

1) Strengthening of Kuppakuruchi Kansapuram Road Emperumal Sastha Kovil Road Km 0/0-2/0 in Manur Block

Clearing andGrubbing road landing uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm,removal of the stumps such trees cut earlier and disposal of unserviceable materials and stacking of servicable materialsto be used or auctioned,upto lead of 1000m including and disposal of top organic soil not exceeding 150mm thicknes as per Technical specification Claus 201,(i) (A) -Scrub Jungle Clearance

Picking the existing surface to 50mm to 100mmthick including labour and hire charges for picking tools and ploants and all other incidental charges etc complete as per standard specifications

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. SS 20 A

Providing and Laying red Gravel 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.

Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding 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.

Providing and laying Tack coat over BT surface using 2.50 Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer

Providing and laying Bituminious concrete to specified 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

Providing and laying of hot applied thermoplastic compound 2.50mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH&H specification No.803.

Provision of Rumble strips with premix Bituminous carpet Providing Rumble strips covered with premix Bituminous carpet 20mm hgh at center 250mm vide placed at 1m center to center at approved locations to control speed market with white strips of road marking paintKm

Providing road furnitures

60Cm Equilateral Triangle (Cautinary) Sign board

60Cm cirlce (Mandatory sign )

Chervron sign 90cm octogon (curves)

Road Marker/ road stud with lens Reflector

Provision of Hectametre Stone

Provision of Kilometer Stone

Construction of Deck Slab Culvert 6.00m Span @ CH 1200m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Culvert @ Ch. 1200m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Culvert @ Ch. 1200m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed

Culvert @ Ch. 1200m

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings

Culvert @ Ch. 1200m

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed

Culvert @ Ch. 1200m

Reinfored Cement concrete 1 : 1.5 : 3 mix using 20mm HBG metal for RCC item of works

Culvert @ Ch. 1200m

Reinfored Cement concrete 1 : 1.5 : 3 mix using 20mm HBG metal for RCC item of works

Culvert @ Ch. 1200m

Supplying and errecting centering shuttering including necessary supports for plane surface in foundation and superstructure of abutment / pier using mild steel sheets ofsize 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx 25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.50cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard spcification and as directed by departmental officers etc.

Culvert @ Ch. 1200m

Culvert @ Ch. 1200m

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.

Culvert @ Ch. 1200m

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 1200m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Culvert @ Ch. 1200m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Culvert @ Ch. 1200m

Excavated earth filling between body wall including cost and conveyance of gravel labour for filling, watering and compacting etc complete complying with standard specfication and as directed by the departmental officer

Construction of RCC Slab Culvert 6.00m Span @ CH 1540m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Culvert @ Ch. 1540m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Culvert @ Ch. 1540m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed

Culvert @ Ch. 1540m

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed

Culvert @ Ch. 1540m

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed

Culvert @ Ch. 1540m

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for RCC item of works

Culvert @ Ch. 1540m

Reinfored Cement concrete 1 : 1.5 : 3 mix using 20mm HBG metal for RCC item of works

Culvert @ Ch. 1540m

Supplying and errecting centering shuttering including necessary supports for plane surface in foundation and superstructure of abutment / pier using mild steel sheets ofsize 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx 25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.50cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard spcification and as directed by departmental officers etc.

Culvert @ Ch. 1540m

Culvert @ Ch. 1540m

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.

Culvert @ Ch. 1540m

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 1540m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Culvert @ Ch. 1540m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Culvert @ Ch. 1540m

Excavated earth filling between body wall including cost and conveyance of gravel labour for filling, watering and compacting etc complete complying with standard specfication and as directed by the departmental officer

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}

M/S VIJAY INFRATECH (BID ID -1089727)