Strengthening and 5 years maintenance of One road works in Kodaikanal Block of Dindigul District TN05-17 NABARD XXX 24-25

Amount

Name of the work : 1 Vattakanal to Vellakavi Road K at Km 0/000 - 5/000. H/O.Vellakavi Estimate amount : Rs. 2174.76 Lakhs

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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Km : 0/0 - 10/0 and Geometry

Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Excavation for Road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3 (Cutting).

Km. 9/0 - 10/0 and Geometry

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 (Filling with Cut Earth)

Km. 9/0 - 10/0 and Geometry

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Km. 9/0 - 10/0 and Geometry

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)

Km. 9/0 - 10/0 and Geometry

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 (WMM).

Km. 9/0 - 10/0 and Geometry

Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

Km. 9/0 - 10/0 and Geometry

Providing and applying Prime 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. (i) Low Porosity

Km. 9/0 - 10/0 and Geometry

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 (ii).

Km. 9/0 - 10/0 and Geometry

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 (WMM).

Hairpin Bend @ Ch 735 - 900m

Hairpin Bend @ Ch 937 - 1021m

Hairpin Bend @ Ch 2824 - 2888m

Hairpin Bend @ Ch 3050 - 3120m

Hairpin Bend @ Ch 3286 - 3543m

Hairpin Bend @ Ch 3561 - 3662m

Hairpin Bend @ Ch 4633 - 4750m

Hairpin Bend @ Ch 5723 - 5918m

Hairpin Bend @ Ch 7337 - 7462m

Hairpin Bend @ Ch 7567 - 7628m

Hairpin Bend @ Ch 7679 - 7748m

Hairpin Bend @ Ch 8139 - 8467m

Hairpin Bend @ Ch 8650 - 8844m

Hairpin Bend @ Ch 8872 - 8948m

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 M 30 ( Grade )

Hairpin Bend @ Ch 735 - 900m

Hairpin Bend @ Ch 937 - 1021m

Hairpin Bend @ Ch 2824 - 2888m

Hairpin Bend @ Ch 3050 - 3120m

Hairpin Bend @ Ch 3286 - 3543m

Hairpin Bend @ Ch 3561 - 3662m

Hairpin Bend @ Ch 4633 - 4750m

Hairpin Bend @ Ch 5723 - 5918m

Hairpin Bend @ Ch 7337 - 7462m

Hairpin Bend @ Ch 7567 - 7628m

Hairpin Bend @ Ch 7679 - 7748m

Hairpin Bend @ Ch 8139 - 8467m

Hairpin Bend @ Ch 8650 - 8844m

Hairpin Bend @ Ch 8872 - 8948m

Cross Drainage

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.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

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.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for FOOTING & STEM.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum for DECK SLAB.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe415, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, Fe.415 grade.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

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 [Below Sill Level]

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

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.[Above Sill Level]

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Supplying & Fixing 300 mm Wide PVC Expansion Joint in the 20 mm expansion gap provided in between Decks over Piers and in between deck and dirt wall over abutment as shown in the drawing including cost & conveyance of expansion joints including Shalimar Pad and Joint sealant etc., complete.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complete.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Providing and fixing Seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

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.

1.5m Culvert @ Ch. 620,

1.5mCulvert @ Ch. 1515,

1.5mCulvert @ Ch. 2636,

1.5mCulvert @ Ch. 3600,

1.5mCulvert @ Ch. 5200,

1.5mCulvert @ Ch. 8800,

1.5mCulvert @ Ch. 9969,

Retaining Wall @ Ch 145

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 1960 m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 2350,2760 and 2850m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 3180,3590 and 3750m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 4180m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 5220 and 5770m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 7080, 7350 and 7505m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Retaining Wall @ Ch 8225 and 8555m

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 UNDER RETAINING WALL.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. for FOOTINGS OF RETAINING WALLS.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum for STEM OF RETAINING WALLS.

Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm Dia Semi spherical back fill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Km. 9/0 - 10/0 and Geometry

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for Road Marker/ Road stud with lens Reflector

Providing and fixing of Name board cum Citizen board

Provision for Sign Board (1 curve =2Nos)

Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker

KM Stone

HM Stone

PART (B) Maintenance Routine Maintenance After completion of construction works Maintenance I year

Maintenance II year

Maintenance III year

Maintenance IV year

Maintenance V 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)

AVP INFRACON LIMITED (BID ID -1234272)