SALEM DISTRICT - ATTUR BLOCK - MRL30-KALPAGANUR RETTIKUTTAI ROAD KM 1.0 OF PILLAIYAR KOIL TO KARAMANITHITTU SELLIYAMMAN KOIL ROAD VIA MORAPPAN KADU At PMGSY III 2023-2024 - BATCH - I TN15-209

Amount

1) Upgradation of the road from Kalpaganur - Rettikuttai road to Km 1/0 off pillaiyarkoil to karamanithittu - selliyammankoil road (via) Morappankadu km.0/0 - 6/770

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.

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 508.2 ( Using Coldmix-Hincol )

Providing and laying bituminous Premix Seal coat (Type C) comprising with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be mixed simultaneously along with the bitumunous course using 10.00 kgs of Bitumen Emulsion SS 2 for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 80 to 100kN capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MORD.including all over heads and Contractors profit for seal coat.( Using Coldmix-Hincol )

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. 560,1035,1615,1740&3735

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 : 1 / 0 - 2 / 0

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

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

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

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 : 1 / 0 - 2 / 0

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

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

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

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 : 1 / 0 - 2 / 0

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

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

Culvert @ Ch. Km : 3 / 0 - 4 / 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 : 1 / 0 - 2 / 0

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

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

Culvert @ Ch. Km : 3 / 0 - 4 / 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 : 1 / 0 - 2 / 0

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

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

Culvert @ Ch. Km : 3 / 0 - 4 / 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 : 1 / 0 - 2 / 0

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

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

Culvert @ Ch. Km : 3 / 0 - 4 / 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 : 1 / 0 - 2 / 0

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

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

Culvert @ Ch. Km : 3 / 0 - 4 / 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 : 1 / 0 - 2 / 0

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

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

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

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 : 1 / 0 - 2 / 0

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

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

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

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

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

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

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

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

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

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 : 1 / 0 - 2 / 0

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

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

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

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 : 1 / 0 - 2 / 0

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

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

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

Construction of 2x5.0m Span RCC Cover Slab culvert @ Ch.310

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. 310

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. 310

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. 310

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. 310

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. 310

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. 310

Wearing coat 75 mm thick in CC 1:1.5:3 mix using 65% 25mm, 25% 12mm and 10% 6mm IRC HBG metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer.

Culvert @ Ch. 310

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. 310

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

Culvert @ Ch. 310

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

Culvert @ Ch. 310

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. 310

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. 310

Construction of 3.00 m RCC Slab culvert @ Ch. 2445,6195

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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

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

Culvert @ Ch. Km : 6/0 - 6/770

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

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

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

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 : 2/0 - 3/0

Culvert @ Ch. Km : 6/0 - 6/770

Providing Existing 2X1.50m span vented cause way Wearing Coat only @ Ch. 1920 - 1955m.

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.

Providing Existing 2X1.50m span vented cause way Wearing Coat only @ Ch. 1920 - 1955m.

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. 310,1740,6195

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 1900-1915,2150-2170,3680-3700,3710-3725,4800-4825

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

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.

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)

V.R.V.CONSTRUCTION