Strengthening the 2nos of road and in Kinathukadavu Block - Package No TN 02-19 in Kinathukadavu Block of Coimbatore District under MGSMT 2024-2025 Scheme

Amount

Renewal the Road from Kapplankarai Lakshmiamman kovil to Sirukalandai Pollachi Palladam road (R-320) Km 0/0-2/200 @ Kapplankarai H/O

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete

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

Advance patch work for making up the undulation in the exiting B.T surface to an avarage thickness of 50mm using 45mm IRC size HBG metal

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

Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.

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 KM 0/0 -1/0

Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Supplying and fixing of Kilo Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and informatory signs (without definition board) including all charges etc., 90cm equilateral triangle

90cm equilateral triangle (with definition board)

STOP sign board 750mm

Major road ahead (Without definition board)

Rumble strips ahead

Polycarbanate moldd body, solar powered , led self illumination in active mode , 360 degree illumination and reflective panels with micro prismatic lens 9nos@50cm C/C perpendicular to carriage way

Rumble strips=3*3.75*0.25=2.81Sqm

Thermoplastic Paint = 2*45m*010m

Stop line

Construction of Hard bed @ CH 660m-910m

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.

Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications

consruction of Granular Sub base by providing well graded material (25 mmto 4.75 mm IRC HBG metal @ 65%,4.75 to 2.36mm IRC HBG metal @20% 2.36 mm below IRC HBG metal @ 15%) & (the material passing 425 micros sieve shall have liquid limit and plasticity index layers with motor grader on prepared surface mixing 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.

Costruction of un-reinforced, dowel joined at expanssion and construction joint only, plain c.c 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),coarsse and fine mm,aggregates conforming to is: 383, maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design , laid in approved fixed side formwork (Steel channel,laying and fixing of 125 micrin thick polythene flim, wedge,steekl plates including levellingthe formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle,screed and plte vibrators and finished in continuous operation including provision of contraction and expansion , construction jointsmapplying debonding stips,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.

Guard stone

2.Strengthening to the road from Kamanaickenpalayam - Panapatti road to Mettuvavi road via Kavilipalayam (R-33)Km 0/0 -1/150 @ Mettubavi H/O Mettubavi Panchayat

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete

Picking the existing BT surface and sectioning including all labour charges etc, complete.

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

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 WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete

Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.

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 KM 0/0 -1/0

Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Supplying and fixing of Kilo Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and informatory signs (with definition board) including all charges etc., 90cm equilateral triangle

90cm equilateral triangle (with definition board)

STOP sign board 90mm

Major road ahead (Without definition board)

Rumble strips ahead

Polycarbanate moldd body, solar powered , led self illumination in active mode , 360 degree illumination and reflective panels with micro prismatic lens 9nos@50cm C/C perpendicular to carriage way

Rumble strips=3*3.75*0.25=2.81Sqm

Thermoplastic Paint = 2*45m*010m

Stop line

Construction of Hard bed @ CH 320m-360m

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.

Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications

consruction of Granular Sub base by providing well graded material (25 mmto 4.75 mm IRC HBG metal @ 65%,4.75 to 2.36mm IRC HBG metal @20% 2.36 mm below IRC HBG metal @ 15%) & (the material passing 425 micros sieve shall have liquid limit and plasticity index layers with motor grader on prepared surface mixing 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.

Costruction of un-reinforced, dowel joined at expanssion and construction joint only, plain c.c 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),coarsse and fine mm,aggregates conforming to is: 383, maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design , laid in approved fixed side formwork (Steel channel,laying and fixing of 125 micrin thick polythene flim, wedge,steekl plates including levellingthe formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle,screed and plte vibrators and finished in continuous operation including provision of contraction and expansion , construction jointsmapplying debonding stips,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.

Guard stone

Provision for tar pads for expansion joint

Construction of Hard bed @ CH 1/0 - 1/150

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.

Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications

consruction of Granular Sub base by providing well graded material (25 mmto 4.75 mm IRC HBG metal @ 65%,4.75 to 2.36mm IRC HBG metal @20% 2.36 mm below IRC HBG metal @ 15%) & (the material passing 425 micros sieve shall have liquid limit and plasticity index layers with motor grader on prepared surface mixing 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.

Costruction of un-reinforced, dowel joined at expanssion and construction joint only, plain c.c 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),coarsse and fine mm,aggregates conforming to is: 383, maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design , laid in approved fixed side formwork (Steel channel,laying and fixing of 125 micrin thick polythene flim, wedge,steekl plates including levellingthe formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle,screed and plte vibrators and finished in continuous operation including provision of contraction and expansion , construction jointsmapplying debonding stips,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.

Guard Stone

Provision for tar pads for expansion joint

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)

RADHAKRISHNAN (BID ID -1080069)