01 Thimmarasanayakanur- BT road

Amount

Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250mm loose thick each, sectioning, watering and compacting etc.., complete as per MORT & H 301-305

Picking the existing metal surface upto 7.50cm thickness ,removing the picked up stuff to the sides ,collecting all useful metal, levelling and sectioning to camber and consolidation etc complete.

Collection and supply of red gravel including cost and conveyance and stecking at road side to deptl guage for taking precentand filling to the standard specification

Providing and laying water bound macadam grading - II ( 75 mm to 22.40mm) IRC HBG metal consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening blinding material of 0.24 cum for 10 sqm.

Providing and laying water bound macadam grading - II ( 63 mm to 11.20mm) IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening blinding material of 0.24 cum for 10 sqm.

Applying tack coat using 4.00kgs of 10sqm over the WBM surfaces including cost of bituminous emulsion which will be supplied departmentally at section stores cost of which will be recovered herewith including conveyance of bitumen emulsion to actual work spot handling charges for brushing cleaning and including labour charges for preparing the surface for laying to actual work spot handling charges for brushing cleaning and to tack coat and labour for applying the required quantity of bitumen emulsion including the hire charges and fuel charges for tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc. complete as per standard specification no 503 MOST.

Providing and laying premix carpet with seal coat type A, 20mm consolidated thickness using IRC size machine broken HBG metal 0.18cum of 13.2mm and 0.09cum of machine crushed broken HBG metal of 11.20mm with 13.432kg of bitumen for premixing for 10sqm of premix carpet and 0.09cum 0.09cum of 6.70mm IRC size machine broken HBG metal with 9.80kgs of bitumen for sealcoat including cost and conveyance of all materials from approved quarry including the cost of bitumen which will be supplied departmentally and cost will be recovered at the rates specified in the special condition appended herewith and including conveyance bitumen to workspot handling charges for the same at both ends including labour charges for heating the bitumen to required temperature and mixing the required quantity of metal and bitumen using mini hot mix plant conveying the mix by wheel borrow including labour charges for spreading the mix to grades,lines and profile and consolidation with power roller rolling etc.,including hire,fuelcharges and running charges for mini hot mix plant,power roller and all other tools and plants employed &all incidental charges.No.509&513 of MOST.

Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per (Mix -in - place method) .

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}

P. Srithar