1 road work under PMGSY III 2020-21 at Namagiripet Block in Namakkal District Package TN 10-247

Amount

MRL24-Km 3 by 4 of Namagiripet Vellalapatty road Via Kullandikadu Guruvala road to Km 2 by 6 of Namagiripet Vellalapatty road

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

PICKING BT 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 1000 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 em

Construction of Embankment with Material Obtained from Roadway Cutting

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 300.2 as per Tech

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

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

WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with pav

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 0.275 kg 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

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

PREMIX CARPET USING CMR BIT PLAST 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

SEAL COAT USING CMR BIT PLAST 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

90 Cm Equilateral triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Chevron Signs 90 cm

Reflector

Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

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

(ii) Ordinary Kilometer Stone (Precast)

(iii) 200 m stone (precast)

(iv) Guard Stone(precast)

Construction of 2 m Span RCC Slab Culvert 1754

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 necessary, sorting the dismantled material, disposal of un

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technic

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

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 bott

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.

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.

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.

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. (20mm Metal)

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 kr

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

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

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

Construction of Wearing Coat at Ch 2099

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

Construction of 1.5 m Span RCC Slab Culvert ch 2432

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 necessary, sorting the dismantled material, disposal of un

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technic

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 necessary, sorting the dismantled material, disposal of un

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 bott

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.

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.

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.

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. (20mm Metal)

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 kr

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

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

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

Construction of 1.5 m Span RCC Slab Culvert 2989

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 necessary, sorting the dismantled material, disposal of un

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technic

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

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 bott

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.

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.

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.

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. (20mm Metal)

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 kr

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

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

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

CONSTRUCTION OF RETAINING WALL

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 bott

Ch.2660 - 2740 (Right Side)

Ch.2990 - 2998 (Right Side)

Ch.3033 - 3135 (Right Side)

Ch.3135 - 3195 (Right Side)

Ch.3207 - 3217 (Right Side)

Ch.3377 - 3396 (Right Side)

Ch.3448 - 3480 (Right Side)

Ch.3519 - 3585 (Right Side)

Ch.3600 - 3633 (Right Side)

Ch.3650 - 3725 (Right Side)

Ch.3813 - 3874 (Right Side)

Ch.3890 - 3930 (Right Side)

Ch.4000 - 4100 (Right Side)

Ch.4130 - 4180 (Right Side)

Ch.4537 - 4575 (Right Side)

Ch.6973 - 7045 (Right Side)

Ch.7630 - 7675 (Right Side)

Ch.8315 - 8335 (Right Side)

Ch.8417 - 8426 (Right Side)

Ch.8435 - 8570 (Right Side)

Ch.8589 - 8678 (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.

Ch.2660 - 2740 (Right Side)

Ch.2990 - 2998 (Right Side)

Ch.3033 - 3135 (Right Side)

Ch.3135 - 3195 (Right Side)

Ch.3207 - 3217 (Right Side)

Ch.3377 - 3396 (Right Side)

Ch.3448 - 3480 (Right Side)

Ch.3519 - 3585 (Right Side)

Ch.3600 - 3633 (Right Side)

Ch.3650 - 3725 (Right Side)

Ch.3813 - 3874 (Right Side)

Ch.3890 - 3930 (Right Side)

Ch.4000 - 4100 (Right Side)

Ch.4130 - 4180 (Right Side)

Ch.4537 - 4575 (Right Side)

Ch.6973 - 7045 (Right Side)

Ch.7630 - 7675 (Right Side)

Ch.8315 - 8335 (Right Side)

Ch.8417 - 8426 (Right Side)

Ch.8435 - 8570 (Right Side)

Ch.8589 - 8678 (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)

Ch.2660 - 2740 (Right Side)

Ch.2990 - 2998 (Right Side)

Ch.3033 - 3135 (Right Side)

Ch.3135 - 3195 (Right Side)

Ch.3207 - 3217 (Right Side)

Ch.3377 - 3396 (Right Side)

Ch.3448 - 3480 (Right Side)

Ch.3519 - 3585 (Right Side)

Ch.3600 - 3633 (Right Side)

Ch.3650 - 3725 (Right Side)

Ch.3813 - 3874 (Right Side)

Ch.3890 - 3930 (Right Side)

Ch.4000 - 4100 (Right Side)

Ch.4130 - 4180 (Right Side)

Ch.4537 - 4575 (Right Side)

Ch.6973 - 7045 (Right Side)

Ch.7630 - 7675 (Right Side)

Ch.8315 - 8335 (Right Side)

Ch.8417 - 8426 (Right Side)

Ch.8435 - 8570 (Right Side)

Ch.8589 - 8678 (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)

Ch.2660 - 2740 (Right Side)

Ch.2990 - 2998 (Right Side)

Ch.3033 - 3135 (Right Side)

Ch.3135 - 3195 (Right Side)

Ch.3207 - 3217 (Right Side)

Ch.3377 - 3396 (Right Side)

Ch.3448 - 3480 (Right Side)

Ch.3519 - 3585 (Right Side)

Ch.3600 - 3633 (Right Side)

Ch.3650 - 3725 (Right Side)

Ch.3813 - 3874 (Right Side)

Ch.3890 - 3930 (Right Side)

Ch.4000 - 4100 (Right Side)

Ch.4130 - 4180 (Right Side)

Ch.4537 - 4575 (Right Side)

Ch.6973 - 7045 (Right Side)

Ch.7630 - 7675 (Right Side)

Ch.8315 - 8335 (Right Side)

Ch.8417 - 8426 (Right Side)

Ch.8435 - 8570 (Right Side)

Ch.8589 - 8678 (Right 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

Ch.2660 - 2740 (Right Side)

Ch.2990 - 2998 (Right Side)

Ch.3033 - 3135 (Right Side)

Ch.3135 - 3195 (Right Side)

Ch.3207 - 3217 (Right Side)

Ch.3377 - 3396 (Right Side)

Ch.3448 - 3480 (Right Side)

Ch.3519 - 3585 (Right Side)

Ch.3600 - 3633 (Right Side)

Ch.3650 - 3725 (Right Side)

Ch.3813 - 3874 (Right Side)

Ch.3890 - 3930 (Right Side)

Ch.4000 - 4100 (Right Side)

Ch.4130 - 4180 (Right Side)

Ch.4537 - 4575 (Right Side)

Ch.6973 - 7045 (Right Side)

Ch.7630 - 7675 (Right Side)

Ch.8315 - 8335 (Right Side)

Ch.8417 - 8426 (Right Side)

Ch.8435 - 8570 (Right Side)

Ch.8589 - 8678 (Right Side)

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

Ch.2660 - 2740 (Right Side)

Ch.2990 - 2998 (Right Side)

Ch.3033 - 3135 (Right Side)

Ch.3135 - 3195 (Right Side)

Ch.3207 - 3217 (Right Side)

Ch.3377 - 3396 (Right Side)

Ch.3448 - 3480 (Right Side)

Ch.3519 - 3585 (Right Side)

Ch.3600 - 3633 (Right Side)

Ch.3650 - 3725 (Right Side)

Ch.3813 - 3874 (Right Side)

Ch.3890 - 3930 (Right Side)

Ch.4000 - 4100 (Right Side)

Ch.4130 - 4180 (Right Side)

Ch.4537 - 4575 (Right Side)

Ch.6973 - 7045 (Right Side)

Ch.7630 - 7675 (Right Side)

Ch.8315 - 8335 (Right Side)

Ch.8417 - 8426 (Right Side)

Ch.8435 - 8570 (Right Side)

Ch.8589 - 8678 (Right Side)

Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

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)

Sri Construction

MSV construction