TNJ 108 MAYILADUTHURAI NHAI DEPOSIT WORK

Milling the existing BT surface 50 to 70mm depth Total Labour Charges of 220Sqm (b) Removal of the Black Topped (BT)surface to 50 to 70mm depth using Milling machine, including conveying them illed waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading atun objectionable place, cleaning them illed surface asto avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers

Road-A

Providing and laying Tack Coat over Concrete surface using 3.00Kg of Bitumen Emulsion(RS1) per 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., complete as perClause 503 of MORTH Rev-5

Road-A

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Road-A

Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base / binder course confirming to the specification on a previously prepared base. (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place method) (For Patch Works)

Road-A

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Road-A

Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10 sqm 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 paversite, spreading the mix to uniform thickness of 40 mm with mechanical paver to the specified grades and cross sections and consolidated by 8 - 10 tonne Vibratory / Pneumatic Roller 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 / 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

Road-A

Providing and laying Bituminous Concrete to 50mm thick (Grade I) using 0.22 cum of 26.5-13.20 mm, 0.24 cum of 13.20-2.36 mm and 0.26 cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 clause 507 of MORTH.

Road-A

Collection and supply of Gravel for Berms including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900

Road-A

Repair & Rehabilitation of Kollidam Bridge at Km 119/4

Milling the existing BT surface 50 to 70mm depth Total Labour Charges of 220Sqm (b) Removal of the Black Topped (BT)surface to 50 to 70mm depth using Milling machine, including conveying them illed waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading atun objectionable place, cleaning them illed surface asto avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers

Providing and laying Tack Coat over Concrete surface using 3.00Kg of Bitumen Emulsion(RS1) per 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., complete as perClause 503 of MORTH Rev-5

Providing and laying Bituminous Concrete to 50mm thick (Grade I) using 0.22 cum of 26.5-13.20 mm, 0.24 cum of 13.20-2.36 mm and 0.26 cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 clause 507 of MORTH.

Removal of Cut Stone Slabs / RCC Cover Slabs, including all other incidental charges etc., complete for foot path slab.

Fabrication and Manufacturing of Solid Precast Concrete Element in the following grades of concrete with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in Controlled Factory Environment with approved methodology including moulds (Palletsystem, tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds,facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessarycutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as perapproved shop drawings and design mix as per the directionof Engineer-in-Charge (Cost of reinforcement, mechanical,electrical and plumbing inserts will be paid separately).Note: Excess / less cement over the specified cementcontent used as per design mix is payable / recoverable separately concrete grade M35 cement content 425 kg)

Distempering the old wall and ceiling one coat with best oil bound distember of approved quality including preparation of surface, the rate includes cost of brushes, high scaffolding arrangements, neat finishes, etc., complete complying with standard specification and as directed by the departmental officers.

Removal of Strip Seal Expansion Joints complete as per drawings .

Supplying and installation of Strip Seal Expansion Joint system conforming to specifications for Roads and Bridge works published by the MORT&H and Highways in the 40mm wide expansion gap provided in between decks over piers and in between decks and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage seembly including cost and conveyance ofall materials cost of testing as per the MOST specifications including labour equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT&H specification.

Providing and laying in situ M40 Grade micro concrete i.e. High early strength concrete using CempatchHM (Non shrink general purpose high strength repair mortor-Micro concrete) from DCP (Don construction chemicals India Ltd) or equivalent strength material to be used including all cost and conveyance of materials to site, including ramming, vibrating, curing, centering and finishing etc, and excluding cost of reinforcement but including all laboar, incidental charges in accordance with standrad specifications and as directed by the engineers incharge. Around Expansion joints. formwork

Repair of steel railing to bring it to the original shape It is assumed that the damage to the steel railing is to the extent of 10 Percent.

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