Renewal BT road from Aruppukottai Sayalgudi road to vellankulam road km 0/0-1/

Renewel BT road from Aruppukottai- Sayalkudi road to Vellankulam road (R- 135)

Clearing the Light Jungle with out uprooting including all labour charges

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., complete.

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 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 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.,

Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

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

KM Stone

60 Cm Circle (Mandatory ) Sign Board

Rcc Slab Culvert at 1.50m span Ch:- 1430m

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.

Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

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.,

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of 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

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.

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

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

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

Construction of Toe wall ch 1340 -1567

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.

Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

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.

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

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.,

Provision for weep hole

Construction of Hard Bed ch 120m

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.

Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

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.

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

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.,

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 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 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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Supply and Fixing of PVC or Compressible Fibre Board Expension Joints in between Deck Slab and Dird Wall including all labour charges etc complete..

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}