Dharmapuri District - Strengthening of the road from MM Road to Vaccankottai Via Etiyanoor KM-0/000-2/600 H/o.Elumichanahalli R6 in TN04-19 NABARD XXX - Karimangalam Block P19

Amount

Strengthening of the road from MM Road to Vaccankottai Via Etiyanoor KM-0/000-2/600 H/o.Elumichanahalli R6

Clearing Scrub Jungle including removing from the site,disposal by burying or burning etc., complete as directed by the departmental officers.

Picking the Existing BT Surface wornout Surface including all labour charges etc

Earthwork excavation and depositing on bank with initial lead of 10 Meter lift of 2.00 Meters in hard gravel soil including cost and conveyane all and labour charges etc., complete as per SS 20A

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 Proctor density at 100% compaction

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 WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Providing and Laying Bituminous Macadam 50mm thick based on job micx formula mixes in job mix plant of drum type in one layer for overlay as shown in drawing using paving bitumen 60/70 penetration grade as per IS 73 and aggregate confirming to grading..

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

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

Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

5.00 m Span Culvert at Ch.1543 m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed. BELOW SILL

Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.ABOVE SILL

Reinforced Cement concerete 1:1.5:3[one cement one and half sand and Three jelly] using 20mm.H.B.G.jelly for all R .c.c. items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing but providing fixtures Bed Block

Reinforced Cement concerete 1:1.5:3[one cement one and half sand and Three jelly] using 20mm.H.B.G.jelly for all R .c.c. items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing but providing fixtures Deck Slab

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. (MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.

Culvert

Deck Slab

Provision for Expansion Joints (Bitumen Pad)

Tar Paper for Bed Block & Deck Slab

Provision for Wheepholes

Retaining wall @ Ch.1150. m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum

Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.

Below Sill

Body Wall

Provision for KM Stones

Provision for HM Stones

60Cm Equilaterial Triangle Sign Board

Provision for Name Board

Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

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)

D S Akbal (BID ID -1228136)

MVT Gopal (BID ID -1229946)

RAVISHANKAR.P (BID ID -1227950)