Tirupathur District PMGSY III Batch I 2021-22 MRL48 - Chellarapatti Road to Thoranapathy road via Micamedu Salur, Kandhili Block Km 0/000 - 2/000,Package No.TN36-003

Amount

MRL 48 Improvement to the road from Chellarapatti road to Thoranampathy road (via) micamedu salur km 0/000-2/000 Kandhili Block

Clearing and grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MORD Technical Specification Clause 201.in Area Non Thorny Jungle. Km 0/000-2/000

Scarifying the existing bituminous road surface to depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as pwr technical specification clause 301.4 Km 0/000-2/000

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3.

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )

Construction of embankment and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Gravel Shoulder)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Technical Specification Clause 405(Grade - II).

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405.(Grading III )

Providing and applying Primer Coat with bitumen emulsion (SS –I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-0.10kg/ sqm using mechanical means as per MORD Technical Specification Clause 502.

Providing and laying surface dressing Bottom layer as wearing course consisting of a layer of bituminous binder laid on the perpared surface followed by a cover of crused stone aggregate of specified size and rolling with three wheel 80-100 kn static roller including cleaning the road surface as per Technical specification clause 507 usig mechanical means

Providing and laying surface dressing top layer as wearing course consisting of a layer of bituminous binder laid on the perpared surface followed by a cover of crused stone aggregate of specified size and rolling with three wheel 80-100 kn static roller including cleaning the road surface as per Technical specification clause 507 usig mechanical means

provision of 15 nos rumble strips covered with premix bituminous carpet ,15 -20 mm high at center ,250 mm wide placed at 1m center to -center at approved location to control, marked with white strips of road marking paint .

providing and fixing name board

providing and fixing logo of PMGSY project

providing and fixing citizen information board of PMGSY project

providing and fixing maintainance information board of PMGSY project

providing and fixing of Retro reflectorised cautionary ,mandatory signs,with defination plate made out of high intensity grade prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09 , Types IV specification and fixing over 1.5 mm thick aluminium sheet fixed on back support frame of 25 mm x25mmx3 mm mild steel angle and supported on the mild steel angle iron 75 mm x75 mm x 6mm firmly fixed to the ground by means properly designed foundation with M 15 grade cement concrete 45 cm x45 cm x60 cm below ground level ect complete including 7 years warranty for the retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification ( as per MORT & spec. no 801)

90 cm Equilateral trainagle ( cautionary ) sign board

60 cm circular ( mandatory ) sign board

chevron sign 90 cm

Reflectors

Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface

Kilometer Stone Reinforced Cement Concrete M15 grade kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing, etc., as per drawing and Technical Specification Clause 1703

(ii) Ordinary Kilometer Stone (Precast)

iii) 200m Stone (pre-cast)(HM stone)

iv ) Guard stone

Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion 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 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}

Santhakumar