Krishnagiri DT - PMGSY III 2021-22 Batch I - Kelamangalam Block Improvements to the road from MRL05 - Denkanikotta - Sasthramutlu road (via) Kamagiri, Bolagollai, Booppanur, Sukkalbedu and Kannigapuram km 0/0-5/225 - Package No - TN-29-133

Amount

Improvements to the road from MRL05-Denkanikotta-Sasthramutlu road (via)Kamagiri,Bolagollai,Booppanur,Sukkalbedu and Kannigapuram km 0/0-5/225

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 per Technical Specification Clause 201. In area of Thorny Jungle

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator to 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 1.5m and lead upto 1000m 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 300.2 as per Technical specification clause 301.5 (Filling with cut Earth)

Construction of Sub Grade and Earthern 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 kead uptto 1000m as per Technical Specification Clause 303.1 (Using Borrow Pit Earth)

Excavation in Hard rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Technical Specification 302.3.5

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)

Cement treated soil sub base Providing laying and spreading soil on a prepared sub-grade, pulversing, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 1.7Mpa and to form a layer of sub base as per Technical Specification Clause 404

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 0.85kg/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 0.25 to 0.30 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 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 surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specifications Clause 510

C.C Road(DLC) cement Concrete1:3:6 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

C.C Road(PQC) 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

Provision of Rumble Strips with Premix Bituminous Carpet Provision of 15 nos. rumble strips covered with premium bituminous carpet, 15-20mm high at 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 amnd fixing of cautionary, Mandatory and Information sign Board Providing and fixing of Retro Reflectorised Cautionary, Madatory 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 25mmx25mmx3mm Mildsteel angle and supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with 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)

60 CM Equilateral Triangle(Cautionary) Sign Board

60 cm Circular (Mandatory) Sign Board

Chevron Signs 90 cm

Reflector

Kilometer 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)

200m Stone(Precast)

Guard Stone(precast)

Metal Beam Crash Barrier Type-A, "W"Double Guard Providing and erecting single sided Double Guard Metal beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanizes having Zinc Mass of 550gms/sqm, minimum 950mm above road/ground level fixed on ISMC series channel vertical post 150 x 75 x 5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground, All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as oer Techincal Specification and as directed by the Engineer-in-Charge.

Cross Drainage Works 1.5m Span @ ch 625m

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 structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unreinforced Cement concrete

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Cross Drainage Works 1.5m Span @ ch 780m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Cross Drainage Works 1.5m Span @ ch 1075m

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 structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unreinforced Cement concrete

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Cross Drainage Works 1.5m Span @ ch 1125m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Cross Drainage Works 2m Span @ ch 2525m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Cross Drainage Works 6m Span @ ch 2650m

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 structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unreinforced Cement concrete

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Cross Drainage Works 6m Span @ ch 4808m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

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

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 shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the sdepartmental 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 floorsetc, complete complying with satndard 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 by the contractor.

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

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 and technical specification Clauses 614, 709, 1204.3.7

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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(Right Side)

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thickwell ramed, watered and compacted completed complying with standard specification

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(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 15 cm thick ., compacting etc., complete complying with standard specifications and as directed

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(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 15 cm thick ., compacting etc., complete complying with standard specifications and as directed

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(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 15 cm thick ., compacting etc., complete complying with standard specifications and as directed

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(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 and technical specification Clauses 614, 709, 1204.3.7

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(Right Side)

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

Ch.1482-1600(Left Side)

Ch.2193-2233(Left Side)

Ch.2505-2525(Right Side)

Ch.2625-2645(Both Side)

Ch.4808-4854(Right Side)

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

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)

M/s.PM Construction