SCPAR 19-20 - Theni District - Theni Block - Package No. 10

Amount

Strengthening the Road From Dharmapuri - Poomalaikundu Road Km 0/3-0/630

Clearing and grubbing by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth.

Picking the existing metal surface including all other labour charges etc., complete as per standard specification.

Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil, hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel stone earth and earth mixed with 50% fair sized boulders and hard gravelly

Collection, Supply & Filling of Red Gravel from approved quarry including stacking charges and all other labour charges etc., complete as per standard specification.

Providing 75mm consolidated thickness WBM for Top LAYER using 1 cum of Grade III metal of size 63 -11.2MM IRCsize HBG metal (1M3 Grade II HBG = 0.025Cum of 63mm + 0.20Cum of 53mm + 0.725Cum of 45mm + 0.025Cum of 22.4mm + 0.025Cum of 11.2mm) with 0.24 cum of gravel for 10sqm including cost and conveyance of all materials from approved quarries to roadside and stacking of materials to departmental gauge for premeasurements including labour for laying, spreading new metal, hand packing to camber, watering with all leads for good water even if the season is worst drought condition forming edge bunds and consolidation by 8 to 10 tonne power roller and finishing 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.

Applying tack coat using 4.00 kgs 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 here with 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 layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Provision for HM stone (0.75 x 0.23x0.10)m

Construction of Bed Level Causeway

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) Drain

Plain Cement Concrete 1:4:8 using 40 mm HBG metal including cost and conveyance and all other labour charges etc., complete.0/0-1/0

Supplying and erection of Centering including cost and conveyance and all other labour charges etc., complete.

M 30 design mix concrete construction of reinforced dowel jointed of expensantion and construction joint only PCC pavement thickness as per design over a prepared sub - base with 43 grade cement of any other type as per clauses 150 1.22.2 m 30 grade course only unit cum lacking out put 75cm (172.50) ( 100 x 3.75 x 0.20) Ch @ 1200m

Cement concrete 1:3:6 using 40mm HBG metal including cost and conveyance and all other labour charges etc., complete. ( 0/0-1/0)

Provision for Name Board

Providing Paver Block with Drain From Kottur - Dharmapuri Road to Sanitary Complex @ Kottur Panchayat

Earth work excavation and depositing on bank with an initial lead of 10m initial lift of 2m in hard stiff clay, stiff block cotton soil and hard red earth shales, murram, ground stony earth and earth mixed with small bounders and hard gravely soil as per 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.

Supplying and erecting Centering including cost and conveyance of all other labour charges etc., complete.

Plain Cement Concrete 1:3:6 using 20 mm HBG metal for basement and flooring layers not more than 15 cm thick including cost and conveyance of materials to site and all other labour charges etc.,

Plastering in CEMENT MORTAR 1:5 12mm thick in Including cost and conveyance of materials to site and all other labour charges including etc., as per standard specification.

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% respectively) 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) .

Supplying and laying of 80mm thick high strength type of inter locking pavement block in required shap in CM 1:1.2 using 10 -12mm size HBG stone jelly including cost of centering shuttering laying vibrating ( Mechanical vibrating) finishing, curing land the cost including transporting charges etc., complete.

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}

G MURALIDARAN