Erode District Improvements of the road in Package No. TN 12-181 of Anthiyur Block under PMGSY III Batch I 2021-22

Amount

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In Area of Thorny Jungle Km.0/000-3/595

Picking BT 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 1000 m as per Technical specification clause 301.4

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)

Construction of subgrade 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 1000 m as per Technical Specification Clause 303.1. (Using Borrow pits earth)

Gravel Shoulder Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per Technical specification Clause 301.5

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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

BITUMINUS MACADAM) Providing, laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder transported to site upto lead of 1000m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolle to achive the desired compaction as per technical specification clause 504

PREMIX CARPET Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

SEAL COAT Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and type C as per technical specifications clause 510

Provision of Rumble strips with premix Bituminous carpet Provision of 15nos. Rumble strips covered with promix bituminus carpet. 15-20mm high at centre. 250mm wide placed at 1m centre-to- centre at approved locations to control speed, marked with white strips of road marking paint.

Providing and fixing Name Board

Providing and fixing Logo Board of PMGSY 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 informatory sign board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of High Intensity Grade prismatic sheeting conforming to IRC-67:2010 & ASTM D 4956-09, Type IV specification and Fixed over 1.50mm thick Aluminium sheet Fixed on back support frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below Ground level etc Complete including 7 years warranty for the Retro Reflective sheeting as per clause 6.90 of IRC 67-2010

60 Cm Equilateral triangle (Cautionary) Sign Board

60 Cm Circular (Mandatory) Sign Board

Chevron Signs 90 Cm Octogon (Curves)

Reflector ( near culverts & trees )

Road marking with hot applied thermo plastic compound

KM 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 Specication clause 1703

Ordinary KM stone (Precast)

200m stone (Precast)

Guard stone (Precast)

Construction of 1.50 span RCC Slab Culvert @ Ch.1390m.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever nessery, sorting the dismantled material, disposal of unervicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, Including disposal of unervicable material and stacking the serviceable material with all lift and lead of 1000m as per technical specifications clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un Reinforced Cement Concrete

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material

Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification

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

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

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

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

Cement concrete 1:1.5:3 mix using 20mm & 10mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabrication charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claming extra as directed by the departmental officers complete complying with standard specifications

Supplying and Fabricating and placing in position TMT steel or Ribbed Tor Steel for all Reinforced cement concrete works as per the design given including cost steel and binding wire in all floors etc, Complete complying with standard specification. (TMT or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall be supplied by the contractor

Providing and fixing 20mm thick Compressible fiber board in expansion joint complete as per Drawing and MORD Technical specification.

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compcting etc complete complying with standard specifications and as directed by departmental officer

Construction of Retaining wall

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (Left side)

Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complete complying with standard specification

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (Left side)

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

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (Left side)

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

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (Left side)

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

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (Left side)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (Left side)

Filtermedia behind abutment ,wingwall and return wall complete as per drawing and technical specification

Ch. 185-220 (Left side)

Ch. 1172-1182 (Left side)

Ch. 1180-1320 (Right side)

Ch. 2265-2334 (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 IRCSP- 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 the First Year from the date of completion of work

For the Second Year from the date of completion 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)

PTK CONSTRUCTION