Ramnad/Upgradation of road/ Package No. TN 14-217/ PMGSY III Batch I 2020-21

Amount

Improvements to the the road from NH210 to Nariyanenthal (via) Poothondi Km 0/0-2/450

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 Technical Specification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 00 m as per Technical Specification Clause 301.4

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 using tractor with grader 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 3002 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 pit 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 (Gravel Shoulder)

WATER BOUND MACADAM - 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (Grading II)

WATER BOUND MACADAM - III 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Grading III)

PRIMER COAT 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 Technical Specification Clause 502

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

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 Specification Clause 510

Provision of Rumble strips with premix Bituminous carpet Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m 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' of PMGSY Project

Providing and Fixing 'Citizen information Board' of PMGSY Project

Providing and Fixing 'Maintenance 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 1.5 mm 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 M 15 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 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)

90 Cm Equilateral triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Chevron Signs 90 cm

Reflector

Kilometre Stone Reinforced cement concrete M15 grade kilometre 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

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Guard Stone

Construction of Toe wall @ ch.2105-2445

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Toe Wall - Ch. 2105-2445 Left Side)

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

Toe Wall - Ch. 2105-2445 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., complete complying with standard specifications and as directed.

Toe Wall - Ch. 2105-2445 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., complete complying with standard specifications and as directed. (Above Sill)

Toe Wall - Ch. 2105-2445 Left Side)

Construction of Retaining wall @ ch.205-701 & 712-1008

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Retaining wall - Ch. 205-701 Right Side)

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

Retaining wall - Ch. 205-701 Right 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., complete complying with standard specifications and as directed.

Retaining wall - Ch. 205-701 Right 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., complete complying with standard specifications and as directed. (Below Sill)

Retaining wall - Ch. 205-701 Right 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., complete complying with standard specifications and as directed. (Above Sill)

Retaining wall - Ch. 205-701 Right Side)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC

Retaining wall - Ch. 205-701 Right Side)

Filter media behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Retaining wall - Ch. 205-701 Right Side)

Construction of 1.5m RCC slab culvert @ ch-54

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including

Cement concrete 1.2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more

Cement concrete 12:4 mix using 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. (20mm Metal)(Below sill)

Cement concrete 12:4 mix using 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. (20mm Metal)(Above sill)

Cement concrete 12:4 mix using 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. (20mm Metal)(Above sill)

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Reinforcement 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.

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 standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall supplied.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical

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

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete

Construction of 1.5m RCC slab culvert @ ch-1036

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including

Cement concrete 1.2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more

Cement concrete 12:4 mix using 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. (20mm Metal)

Cement concrete 12:4 mix using 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. (20mm Metal)

Cement concrete 12:4 mix using 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. (20mm Metal)

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Reinforcement 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.

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 standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall supplied.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical

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

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete

Construction of 1.5m RCC slab culvert @ ch-1910

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including

Cement concrete 1.2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more

Cement concrete 12:4 mix using 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. (20mm Metal)

Cement concrete 12:4 mix using 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. (20mm Metal)

Cement concrete 12:4 mix using 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. (20mm Metal)

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Reinforcement 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.

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 standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate), the binding wire shall supplied.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical

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

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete

MAINTENANCE FOR 5 YEARS

1st Year

2nd Year

3rd Year

4th Year

5th Year

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}

VENKATESWARA CONSTRUCITON

R VELLAICHAMY

R TAMILSELVAM