Tirupathur District PMGSY III Batch I 2021-22 MRL49 - Pudurnadu Road to Kadavalli Eri via merkathiyanur pudupatti Km 0/000 - 3/210,Package No.TN36-002

Amount

MRL49 Improvement to the road from Pudhurnadu road to kadavalli eri via merkathiyanur pudupattai km 0/000-3/210 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 0/000-3/210

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 0/000-3/210

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 Gr II 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 Gr IIIspecification 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

construction of 1 row Pipe Culvert @ ch 610

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

Gravel filling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete complying with standerd specification and as directed by the departmental officer

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1: but excluding excavation protection works backfilling concrete and masonry works in head walls

construction of 1 row Pipe Culvert @ ch 2100

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

Gravel filling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete complying with standerd specification and as directed by the departmental officer

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1: but excluding excavation protection works backfilling concrete and masonry works in head walls

construction of retaining wall

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

Filter media behind abutment wing wall and return wall complete as per drawing and Techinical specification

Ch660 - 700 both Side

Ch1000 - 1180 left Side

Ch1100 - 1130 Right Side

Ch1200- 1300 left Side

Ch1300 - 1350 Right Side

Ch2100- 2135 Right Side

Ch2400- 2440 left Side

Ch2500 - 2530 left Side

Ch2800 - 2900 left Side

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}

Sri Niranjani Construction