SCPAR 19-20 - Theni District - Chinnamanur Block - Package No. 28

Amount

Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,

Construction of Granular Sub base by providing well graded material (25 mm to 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 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method) .

Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)

Providing 75mm consolidated thickness WBM for TOP LAYER using 1 cum of Grade III metal of 63 to 11.2mm IRCsize HBG metal with 0.24 cum of gravel for blindage and filler for 10 sqm area including cost and conveyance of all materials from the approved quarries to roads side and stacking them to the departmental standard metric gauge for pre measurements including labour for laying spreading new metal hand packing to camber, gravel blinding, watering (with all leads for good water even if the season is worst drought) forming edge bunds and consolidation by 8 to 10 tonne power roller and finishing the Road to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T & P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc. complete. ( The payment shall be made compacted volume based )

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, 20mmconsolidated 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 14.60kg 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 such as barricading, providing danger lights etc.,complete complying with standard specification(Payment shall be made for the finished item of work after compaction)No.509&513 of MOST.

Collection and Supply of Red gravel from the approved quarry incl cost and conveyence of all materials to site incl all labour charges for spreading and compaction with power roller etc for shouklders etc to complete

Earth work excavation borrow pts to filling in all classes of soil such as sand sit or other loose soil, wet sand, or silet not undr water, light black cottong soil, sandy loam and ordinary soil including excavated earth as per SS 20A

Construction of Drainage

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Centering and shuttering charges for Culvert side work including cost and conveyance of all labour charges for wall, footing

Cement concrete 1:3:6 mix using 20mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Plastering in cm,1;5 mix,12mm thick including cost and conveyance of all materials to site and all labour charges etc

provition for HM stone

provition for steel sighn board

Provision for steel Name board

Drainage 0-200m

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm. thick In hard stiff clay, stiff black cotton soil, hard red earth, shale murams, gravel stony earth and earth moods with 50% (Fifty percent) fair size boulders and hard gravely soils (SS20B)

Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.

Centering shuttering including necessary support for plane surface in Foundation and Basement and in all floors using mild steel sheets of size 90x60 cm and 10 gauge stiffened, welded with steel angles of size 25mmx25mm x3mm for boarding laid over silver oak (country wood) joints of 10cm size x6.5cm size spaced at about 90 cm center to center and supported casuarina props of 10 cm to 13 cm dia spaced at 75 cm center to center complete complying with standard specification. drainage

Cement Concrete 1:3:6 Using 20 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.

Plastering with cement mortar 1:5 mix to 12mm thick including ncluding cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc

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}

N.PATCHIRAJAN