Salem District - Attur Block - MRL31- Thenangudipalayam (Via) Mariyamman Nagar to Pudupalayam at PMGSY III 2023-2024 - Batch - I TN15-210.

Amount

1) Upgradation of the road from MRL31 Thennagudipalayam (via) Mariyamman Nagar to Pudupalayam Km. 0/0 - 4/810

Clearing and grubbing road land including uprooting wild vegetation,grass ,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 150 mm in thickness as per MORD Technical Specification Clause 201.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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)

Construction of embankment using tractor 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)

Providing layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring 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 100 KN weight to achieve the desired density inculding lighting.

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 502.

Providing and 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 a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Plastic Waste)

Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 ( Mix Seal Surfacing - Using Waste Plastic )

Provision of 15 nos rumble strips with covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre approved locations to control speed, marked with w hile strips of road making 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 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 1.5mm thick Aluminium Sheet fixed on back support Frame of 25mm x 25mm x 3mm 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 warrenty for the Retro Reflective Sheeting as per Clause 6.9 of IRC 67 - 2010 Specification ( as per MORTH & Speccification no : 801 )

90 Cm Equilateral triangle ( Cautionary ) sign board

60 Cm Circular ( Mandatory ) sign board Triangle

Reflector

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)

Road Marking with hot applied hermoplastic compound with Reflectorising Glass Beads on Bituminous surface

Provision for CD Works

Construction of 1.5 m RCC Slab culvert @ Ch. 20,790,1525,2405,2675,3845,4220

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.

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

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.

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 5 / 0

Cement concrete 1 : 2 : 4 mix using M20 Grade 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)

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 5 / 0

Cement concrete 1 : 2 : 4 mix using M20 Grade 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)

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 5 / 0

Cement concrete 1 : 2 : 4 mix using M20 Grade 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)

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 5 / 0

Cement concrete 1:1.5:3 using M25 Grade 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.

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 5 / 0

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.

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2 / 0 - 3 / 0

Culvert @ Ch. Km : 2 / 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

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

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2 / 0 - 3 / 0

Culvert @ Ch. Km : 2 / 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

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

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 2/ 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

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.

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 0 / 0 - 1 / 0

Culvert @ Ch. Km : 1 / 0 - 2 / 0

Culvert @ Ch. Km : 2 / 0 - 3 / 0

Culvert @ Ch. Km : 2 / 0 - 3 / 0

Culvert @ Ch. Km : 3 / 0 - 4 / 0

Culvert @ Ch. Km : 4 / 0 - 4/810

Construction of 3.00 m RCC Slab culvert @ Ch. 4580

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.

Culvert @ Ch. Km :4/0 - 4/810

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.

Culvert @ Ch. Km :4/0 - 4/810

Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Culvert @ Ch. Km :4/0 - 4/810

Cement concrete 1 : 2 : 4 mix using M20 Grade 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)

Culvert @ Ch. Km :4/0 - 4/810

Cement concrete 1 : 2 : 4 mix using M20 Grade 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)

Culvert @ Ch. Km :4/0 - 4/810

Cement concrete 1 : 2 : 4 mix using M20 Grade 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)

Culvert @ Ch. Km :4/0 - 4/810

Cement concrete 1:1.5:3 using M25 Grade 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.

Culvert @ Ch. Km :4/0 - 4/810

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.

Culvert @ Ch. Km :4/0 - 4/810

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Culvert @ Ch. Km :4/0 - 4/810

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

Culvert @ Ch. Km :4/0 - 4/810

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

Culvert @ Ch. Km :4/0 - 4/810

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.

Culvert @ Ch. Km :4/0 - 4/810

Construction of CC Pavement @ Ch.3795 - Ch.3815m.

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.

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.

Dismantling Existing CD works @ Km. 2405,2675,4220,4580m

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

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 Technical Specification Clause 202.

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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete

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

Construction of Protective work at KM 120-140,230-260,820-840

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.

Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Cement concrete 1 : 2 : 4 mix using M20 Grade 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 )

Cement concrete 1 : 2 : 4 mix using M20 Grade 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 )

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

Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and MORD technical specifications.

Construction of Well Protective Wall at KM 600-620,1660-1675,3890-3915

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.

Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Cement concrete 1 : 2 : 4 mix using M20 Grade 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 )

Cement concrete 1 : 2 : 4 mix using M20 Grade 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 )

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

Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and MORD technical specifications.

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)

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