Salem District - Gangavalli Block - MRL11-Thammampatty Duraiyar Road to Seradi Moolai at PMGSY III 2023-2024 - Batch - I TN15-215

Amount

1) Upgradation the road from MRL11 Thammampatti-Thuraiyur road to Seradimoolai Km. 4/0 - 8/300

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, 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 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 503.(Mx Seal Surfacing)

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 )

60CM Equilateral Triangle Signboard

90CM (Cautionary) Sign Board

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. 4085,4360,5446,5912,6331,6508,7793 &8220 of Thammampatti-Thuraiyur road to Seradimoolai

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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

Culvert @ Ch.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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

Culvert @ Ch.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

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.4085M

Culvert @ Ch. 4360M

Culvert @ Ch. 5446 M

Culvert @ Ch.5912 M

Culvert @ Ch. 6331M

Culvert @ Ch. 6508M

Culvert @ Ch. 7793M

Culvert @ Ch. 8150M

Construction of 2.0 m RCC Slab culvert @ Ch.6093M , of Thammampatti-Thuraiyur road to Seradimoolai road

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. 6093M

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. 6093M

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.

Culvert @ Ch. 6093M

Cement concrete 1 : 2 : 4 mix using M20 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.(Below Sill Level)

Culvert @ Ch. 6093M

Cement concrete 1 : 2 : 4 mix using M20 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.(Above Sill Level)

Culvert @ Ch. 6093M

Cement concrete 1 : 2 : 4 mix using M20 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.(Above Sill Level)

Culvert @ Ch. 6093M

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. 6093M

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. 6093M

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

Culvert @ Ch. 6093M

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

Culvert @ Ch. 6093M

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. 6093M

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. 6093M

Construction of 3.0 m RCC Slab culvert @ Ch4984M , of Thammampatti-Thuraiyur road to Seradimoolai road

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. 4984 M

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. 4984 M

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.

Culvert @ Ch. 4984 M

Cement concrete 1 : 2 : 4 mix using M20 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.(Below Sill Level)

Culvert @ Ch. 4984 M

Cement concrete 1 : 2 : 4 mix using M20 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.(Above Sill Level)

Culvert @ Ch. 4984 M

Cement concrete 1 : 2 : 4 mix using M20 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.(Above Sill Level)

Culvert @ Ch. 4984 M

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. 4984 M

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. 4984 M

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

Culvert @ Ch. 4984 M

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

Culvert @ Ch. 4984 M

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. 4984 M

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. 4984 M

Construction of CC Pavement @ Ch.8000 - Ch.8150m.

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.

CC Pavement at Ch 8000-8150

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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

CC Pavement at Ch 8000-8150

Dismantling Existing CD works @ Ch. 4085,4360,4984,5446,5912,6093,6331,6508,7793 of Thammampatti-Thuraiyur road to Seradimoolai

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.

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,4225-4235,4820-4830,5940-5955,6710-6725,7250-7265 of Thammampatti-Thuraiyur road to Seradimoolai

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 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.

Cement concrete 1 : 2 : 4 mix using M20 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.(Below Sill Level)

Cement concrete 1 : 2 : 4 mix using M20 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.(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

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)

R NEELAKANDAN