Strengthening of kalangathankottai to sooranam sethur road rod via keerugudi chokkapadappu

Amount

STRENGTHENING OF THE ROAD FROM KALANGATHANKOTTAI TO SOORANAM SETHUR ROAD ROD VIA KEERUGUDI CHOKKAPADAPPU KM 0/0 - 2/700 (R - 43)

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

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

Existing BT surface picking including cost and conveyance of all Laboue Charges to site 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.

Side Berms KM 0/0 - 1/00

Side Berms KM 1/0 - 2/00

Side Berms KM 2/0 - 2/700

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 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.,

BC 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

Road Furniture

Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Road Marking

Provision for KM and HM stones guard stone

KM Stone

Hecta metre stone

Name Board cum Citizen Board

60 cm Equilateral triangle cautionary signboard

60 cm Circle(MANDATORY SIGN)

Road Marker/ Road stud with lens Reflector

Construction of Single Pipe Culvert CH @ 0/831

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.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

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

Supplying and erecting centering shuttering including necessary supports for plane

Cement concrete 1:3:6 mix using 40mm ISS metal including cost of conveyance all materials of all labour charges etc., complete.

Supply of NP3 pipe including suitabel collars including cost and conveyance at site etc., complete.

Providing Toe Wall CH @ 1/685 - 1/900, 1/900 - 2/000

Earthwork excavation in all classes of soil such as hard stiff clay. Stiff block hard red earth shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges etc complete

Filling with clear M.sand in foundation including cost and conveyance to site and labour charges for watering ramming and all other incidental charges etc., complete.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and Conveyance of all materials to site including cost of cement and all other incidental charges etc. , complete.

Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including cost and Conveyance of all materials to site including cost of cement and all other incidental charges etc. ,complete.

Supplying and erecting centering shuttering including necessary supports for plane including all cost and conveyance of all materials etc., complete.

Construction of Single Pipe Culvert CH @ 2/080

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.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

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

Supplying and erecting centering shuttering including necessary supports for plane

Cement concrete 1:3:6 mix using 40mm ISS metal including cost of conveyance all materials of all labour charges etc., complete.

Supply of NP3 pipe including suitabel collars including cost and conveyance at site etc., complete.

Maintenance of the road

Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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)

TAMILARASAN