Dindigul Dist - TNRRIS - 2020-2021 - Dindigul block road works TN-05-32

Amount

Part-1 Strengthening of the Road from Siluvathur Road to Kappliyapatty Uthanampatty Road KM 0/0 - 1/630 Estimate Amount Rs.83.50 lakhs

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

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

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.

Providing and laying Bituminous Macadam 50 mm thick using 26.50 to 13.20mm 0.20 cum of 13.20-2.36mm, 0..43cum, 0.08 cum of 2.36mm and below with 37kg of VG30/VG40 bitumen 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 2030 ton capacity, conveying the mix by tipper trucks top over site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross-section and consolidated by 810 tone Vibratory/Pneumatic Roller to the required densities. including about 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/ 9m paver finisher, Vibratory /Pneumatic 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 and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A

Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,

Supply of Hectametre stone of size 0.90 x 0.15 x 0.15 metre

Construction of Flood Protection wall CH 0/950 - 1/0

Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete for 10m3

Supplying and Erecting Centering for Drainage side with cost and conveyance of all materials and all labour charges etc., completed.

CC 1:3:6 mix using 40 mm ISS HBG metal including cost & conveyance of all materials to site and all labour charges etc., complete.

Construction of Flood Protection wall CH 1/300 - 1/430

Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete for 10m3

Supplying and Erecting Centering for Drainage side with cost and conveyance of all materials and all labour charges etc., completed.

CC 1:3:6 mix using 40 mm ISS HBG metal including cost & conveyance of all materials to site and all labour charges etc., complete.

Construction of Culvert 1.50 m Span CH 0/830

Earth Work excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth as per SS20B

CC 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (For Foundation)

CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Below sill)

CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Above sill)

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.

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes

Below GL

Above GL

PCC 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement and including all labour charges etc., complete as directed by the Engineer (Bed block)

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works including cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Refilling the basement with excavated earth behind the Abutment & inbetween the wings including all labour charges etc., complete

Provision for Name board

Provision for Sign board

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}

Part-2 Arivuthirukovil Sundar Nagar to Santhana Kudil Road (via) Mullai Nagar Road KM 0/0 - 2/6 Estimate Amount Rs.75.67 lakhs

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

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

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 Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

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

Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,

Supply of Hectametre stone of size 0.90 x 0.15 x 0.15 metre

Construction of Drainage CH 0/600 - 0/750

Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete for 10m3

Supplying and Erecting Centering for Drainage side with cost and conveyance of all materials and all labour charges etc., completed.

CC 1:3:6 mix using 40 mm ISS HBG metal including cost & conveyance of all materials to site and all labour charges etc., complete.

Supplying and fabrication of steel rods including cost & conveyance of steel as per std. Specification etc., complete.

RCC 1:1.5:3mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc complete

Plastering with cement mortar 1:5 mix to 20mm thick including cost and conveyance of all materials & all labour charges etc., complete.

Construction of Drainage CH 1/0 - 1/100

Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete for 10m3

Supplying and Erecting Centering for Drainage side with cost and conveyance of all materials and all labour charges etc., completed.

CC 1:3:6 mix using 40 mm ISS HBG metal including cost & conveyance of all materials to site and all labour charges etc., complete.

Supplying and fabrication of steel rods including cost & conveyance of steel as per std. Specification etc., complete.

RCC 1:1.5:3mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc complete

Plastering with cement mortar 1:5 mix to 20mm thick including cost and conveyance of all materials & all labour charges etc., complete.

Provision for Name board

Provision for Sign board

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}

S VELLAISAMY CONTRACTOR