Dharmapuri District - Strengthening the road from C.Pallipatti Road Km.0/0-1/800 H/o.Chinthalpadi in Package No.TN04-29/2024-25

Amount

Strengthening of the road from C.Pallipatti Road Km.0/0-1/800 H/o.Chinthalpadi

Clearing the scrub jungles including the cutting the scrubs and removing away from site etc complete

Earth work exavation in all classes of soils except hard rock requireing blasting depositing on bank with intial lead of 10M and lift of 2M including all labour charges and incidental cahrges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A.

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms

Picking up existing BT surface upto 5 to 10 cm of old metalled surface cambering, sectioning of carriage way 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 of Bituminous Emulsion SS1 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 prime 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 lyaing TACK COAT ove the WMM surface (treated with primer) using 2.50 KG of Bituminous Emulsion RS1 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 prime 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 Bituminous Mecadam 50mm thick based on jab mix formula mixes in job mix plant of drum type in one layer for overlay as shlown in drawing using paving bitumen 60/70 penetration grade as per IS73 and aggregate confirming to grading.

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Providing rumble strips covered with premix bitumeinous carpet, 15-20mm at centre and 250mm wide placed at 1m intervals centre to centre at approged locations to control speed, marked with white strips of road

Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc.,

Construction of 1.5 m RCC Slab Culvert Ch.1650 m

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

1.50m RCC Culvert @ Ch.1650 m

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

1.50m RCC Culvert @ Ch.1650 m

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

1.50m RCC Culvert @ Ch.1650 m

CPlain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges for mixing, laying and curing etc complete for Superstructure

1.50m RCC Culvert @ Ch.1650 m

CPlain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, Bed Blocks

1.50m RCC Culvert @ Ch.1650 m

RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,

1.50m RCC Culvert @ Ch.1650 m

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Abutment / return

Below Sill 1.50m RCC Culvert @ Ch.10 m

Slab centerin Deck slab side 1.50m RCC Culvert @ Ch.1650 m

Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete

1.50m RCC Culvert @ Ch.1650 m

Providing and fixing 20mm Bitumen felt for expansion joint between Dirtwall & Deckslab

1.50m RCC Culvert @ Ch.1650 m

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) toward drawing face complete as per drawing

1.50m RCC Culvert @ Ch.1650 m

Provision for Hectometer Stone

Provision for KM Stone

Provision for Sign Board

Provision for Name Board

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

KS CONSTRUCTION (BID ID -1080653)