Strenthening of the Road from NTK road Nerumbur Pakkam road 0/0-3/0 in Thirukazhukundram Panchayat Union in Package No TN 01149 Under PMGSY III Batch I 202021 in Chengalpattu district

Amount

Clearing and Grubing 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 remo`val and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201.Km 0/000-2/775

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 100 m as per Technical Specification clause 301.4 Km 0/000-2/775

Excavation for road work in soil with hydralic 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 1.5 m and lead upto 1000 m as per technical specification clauses 302.3

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compcted to meet recuirement of tables 300.2 with lead upto 1000m as per Technical specification 301.5 (Filling with ut earth))

construction of subgrade and earthen shoulders with aproved material obtained from borrow pits with all lifts and leads tranporting of to side , 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(carted Earth)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compcted to meet recuirement of tables 300.2 with lead upto 1000m as per Technical specification 301.5 (Gravel Shoulder)

Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in Mechanical mixer (Pug mill) Carriage of mixered material by tipper to site, laying in uniform layers in subbase / base coat on a well prepared subbase and compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting barricading and maintenance of diversion, etc. as per tables 400.11 and 400.12 and Technical Specification Clause 406

Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per MORD Technical Specification Clause 502

Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503

Providing, laying and rolling of Open Graded Premix carpet material 20mm thickness composed of 13.2mm to 5.60 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing force on a previously prepared base including mixing in a suitable plant. Laying and rolling with a three wheel 8-10 KN Static roller and finished to required level and graded as per technical specification clause 509

Providing and laying of seal Coat and sealing the voids in a bituminous surface laid to the specified level grade and cross fall using type A type B type C as per technical specification Clause 510

Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide place at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint.

Providing and fixing Logo of PMGSY Project

Providing and fixing Name board Project

Providing and fixing Citizen information Board of PMGSY Project

Providing and fixing Maintanence information Board of PMGSY Project

Providing and fixing of cautionary ,mandatory and in formatory sign board providing and fixing of retro Reflecctorised Cautionary , Mandatory sign with definition plate made out of high intensity grade prismatic sheeting coifnformation to IRC 67:2010& ASTM D, Type IV Specification and fixed over 1.5 mm thick Auminium sheet fixed on back Support frame of 25mmx25mmx3mm mild steel angle and supporting on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cm x60cm below ground level etc completed including 7 years warrently for the retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification ( as per Mort & spec No.801)

90 cm Equilateral Traiangle( cautinary) sign Board

60 cm Circular ( Mandatiry) sign Board

Chevron Sign 90 cm Octagon( Curves)

Reflector

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local of standard design as per IRC : 8 fixing in position including painting painting and Printing , etc as per Drawing and Technical Specificationclause 1703

i)Ordanary Kilometer Stone (precast)

ii) 200m Stone

iii)Guard stone

Road marking with hotapplied thermoplastic compound 2.5 mm thick including feflection glass beds at 250gms per sqm area thickness of 2.5mm is exclussive of surface applied glass beads as per IRC 35. the Finished surface to be leveluniform and free from streaks and hles etc, complete as per Morth and Specificatiobs no. 803

Providing CC pavement

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

construction of un- reinforced , dowel joined at expansion and construction joint only plain cement concrete pavement , thichness as per design, over a prepared sub base , with 43 grade cement or any other type as per clause 1501.2.2 M30 ,Coarse and fine aggregate conforming to IS:383,Maximum size of coarse aggregate nott exceeding 25 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work channel.laying and fixing of 125 micron thich polythene film , wedges , steel plates including leveling the form work as per drawing and technical specification clauses 1501

Cross Drainage: 1.50m Span Cuvert @ ch 0/294

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry ,ceent concrete, wood work,steel work,including disposal of unservicable material with all lift and lead of 1000m as per technical specification.

Dismantling of culvert @ 0/294

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry including disposal of unservicable material with all lift and lead of 1000m as per technical specification.Clause202

Dismantling of culvert @ 0/294

Removal of cut stone slabs

Dismantling of culvert @ 0/294

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

construction of Culvert @ 0/294

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

construction of Culvert @ 0/294

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

construction of Culvert @ 0/294

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Below Sill Level

construction of Culvert @ 0/294

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Above Sill Level

construction of Culvert @ 0/294

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

construction of Culvert @ 0/294

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

construction of Culvert @ 0/294

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

construction of Culvert @ 0/294

Providing and Fixing 20 mm thickness of compressible fibre board expansion joint complerte as per drawing technical specification

construction of Culvert @ 0/294

Providing and fixing Tar paper for Bearing between bed block & Deck slab

construction of Culvert @ 0/294

Providing weepholes in brick masonry / stone masonry , plain/reinforced concrete abutment, wing wall,return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V) :20(H) towards drawing face completed

construction of Culvert @ 0/294

Gravel filling between body wall including cost and conveyance of gravel , labour for filling watering and compacting etc completed complying with standard specification and as directed by the department officer

construction of Culvert @ 0/294

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry ,ceent concrete, wood work,steel work,including disposal of unservicable material with all lift and lead of 1000m as per technical specification.

Dismantling of culvert @ 0/463

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry including disposal of unservicable material with all lift and lead of 1000m as per technical specification.Clause202

Dismantling of culvert @ 0/463

Removal of cut stone slabs

Dismantling of culvert @ 0/463

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

constructiong of culvert @ 0/463

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

constructiong of culvert @ 0/463

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

constructiong of culvert @ 0/463

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Below Sill Level

constructiong of culvert @ 0/463

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Above Sill Level

constructiong of culvert @ 0/463

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

constructiong of culvert @ 0/463

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

constructiong of culvert @ 0/463

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

constructiong of culvert @ 0/463

Providing and Fixing 20 mm thickness of compressible fibre board expansion joint complerte as per drawing technical specification

constructiong of culvert @ 0/463

Providing and fixing Tar paper for Bearing between bed block & Deck slab

constructiong of culvert @ 0/463

Providing weepholes in brick masonry / stone masonry , plain/reinforced concrete abutment, wing wall,return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V) :20(H) towards drawing face completed

constructiong of culvert @ 0/463

Gravel filling between body wall including cost and conveyance of gravel , labour for filling watering and compacting etc completed complying with standard specification and as directed by the department officer

constructiong of culvert @ 0/463

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

construction of culvert @ 2130

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

construction of culvert @ 2130

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

construction of culvert @ 2130

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Below Sill Level

construction of culvert @ 2130

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Above Sill Level

construction of culvert @ 2130

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

construction of culvert @ 2130

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

construction of culvert @ 2130

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

construction of culvert @ 2130

Providing and Fixing 20 mm thickness of compressible fibre board expansion joint complerte as per drawing technical specification

construction of culvert @ 2130

Providing and fixing Tar paper for Bearing between bed block & Deck slab

construction of culvert @ 2130

Providing weepholes in brick masonry / stone masonry , plain/reinforced concrete abutment, wing wall,return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V) :20(H) towards drawing face completed

construction of culvert @ 2130

Gravel filling between body wall including cost and conveyance of gravel , labour for filling watering and compacting etc completed complying with standard specification and as directed by the department officer

construction of culvert @ 2130

5 years of Maintanence

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 & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

S.MOHAN