Formation of the road from Vadugam to Melur Via Keelur Km 10/0 - 21/170 in Vennandur Block of Namakkal District under NABARD-RIDF -XXIX Pkg.No-4 /NKL/NABARD 2023-24

Amount

Formation of the road from Vadugam to Melur Via Keelur Km 10/0 - 21/170

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 materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201

Earth work in all soil except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc complete W-0085

Earth work excavating SDR-( Not Requiring Blasting ) and depositing on bank with in itial lead of 10m and initial lift of 2m in soft disintegrated rock , laterite , soft rock or kankar not required blasting

MR-&-DMR ( Not Requiring Blasting ) Earth work excavating and depositing on bank with in itial lead of 10m and initial lift of 2m in soft disintegrated rock , laterite , soft rock or kankar not required blasting

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 clause 302.3.5

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 and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 ( Filling with cut Earth )

Kilometre 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

Ordnary Kilometer Stone

200m Stone

Metal Beam Crash Barrier Type-A W Double Guard Providng and erecitng single sided double guard metal beam crash barrier system 1.70m high, comprising of 3m 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 galavanized having zinc mass of 550gms/sqm minimum 950mm above road / ground level fixed on ISMC series channel vertical posts 150x75x5mm spaced 2m center 312mm x 83mm flange width x 3mm thick , 4318mm long post directly embedded in the concrete ( M15) pit size 350x350x8mm 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 per technical specification and as directed by th Engineer - in- charge

Construction of 5.0 m RCC Slab culvert

Construction of Culvert @ Km 13/000 - 14/000 @ Ch. 13/785

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Culvert @ Ch. 13/785

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Culvert @ Ch. 13/785

Cement concrete 1:3:6 mix using20mm ISS metal including cost and Coveyance of all materials to site and all Labour charges for mixing laying and curing etc complete for bed blocks for 10 cum

Culvert @ Ch. 13/785

Cement concrete 1 : 2 : 4 mix using 20mm 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)

Culvert @ Ch. 13/785

Cement concrete 1 : 2 : 4 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. (ABOVE SILL)

Culvert @ Ch. 13/785

Cement concrete 1 : 2 : 4 mix using 20mm 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. 13/785

Cement concrete 1:1.5:3 using 20mm ISS 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. 13/785

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. 13/785

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 13/785

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

Culvert @ Ch. 13/785

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. 13/785

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. 13/785

Construction of Culvert @ Km 14/000 - 15/000 @ Ch. 14/307

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Culvert @ Ch. 14/307

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Culvert @ Ch. 14/307

Cement concrete 1:3:6 mix using 20mm ISS metal including cost and Coveyance of all materials to site and all Labour charges for mixing laying and curing etc complete for bed blocks for 10 cum

Culvert @ Ch. 14/307

Cement concrete 1 : 2 : 4 mix using 20mm 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)

Culvert @ Ch. 14/307

Cement concrete 1 : 2 : 4 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. (ABOVE SILL)

Culvert @ Ch. 14/307

Cement concrete 1 : 2 : 4 mix using 20mm 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. 14/307

Cement concrete 1:1.5:3 using 20mm ISS 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. 14/307

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. 14/307

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 14/307

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

Culvert @ Ch. 14/307

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. 14/307

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. 14/307

Construction of 6.0 m RCC Slab culvert

Construction of Culvert @ Km 12/000 - 13/000 @ Ch. 12/142

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Culvert @ Ch. 12/142

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Culvert @ Ch. 12/142

Cement concrete 1:3:6 mix using 20mm ISS metal including cost and Coveyance of all materials to site and all Labour charges for mixing laying and curing etc complete for bed blocks for 10 cum

Culvert @ Ch. 12/142

Cement concrete 1 : 2 : 4 mix using 20mm 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)

Culvert @ Ch. 12/142

Cement concrete 1 : 2 : 4 mix using 20mm 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)

Culvert @ Ch. 12/142

Cement concrete 1 : 2 : 4 mix using 20mm 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. 12/142

Cement concrete 1:1.5:3 using 20mm ISS 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. 12/142

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. 12/142

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 12/142

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

Culvert @ Ch. 12/142

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. 12/142

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. 12/142

Construction of Culvert @ Km 13/000 - 14/000 @ Ch. 13/575

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Culvert @ Ch. 13/575

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Culvert @ Ch. 13/575

Cement concrete 1:3:6 mix using 20mm ISS metal including cost and Coveyance of all materials to site and all Labour charges for mixing laying and curing etc complete for bed blocks for 10 cum

Culvert @ Ch. 13/575

Cement concrete 1 : 2 : 4 mix using 20mm 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)

Culvert @ Ch. 13/575

Cement concrete 1 : 2 : 4 mix using 20mm 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)

Culvert @ Ch. 13/575

Cement concrete 1 : 2 : 4 mix using 20mm 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. 13/575

Cement concrete 1:1.5:3 using 20mm ISS 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. 13/575

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. 13/575

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Culvert @ Ch. 13/575

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

Culvert @ Ch. 13/575

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. 13/575

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. 13/575

Constuction of Pipe Culvert

Construction of Culvert @ Km 10/000 - 11/000 @ Ch. 10/292, 10/765, 10/958

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

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

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

Gravel FillingGravel 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

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 10/292, 10/765, 10/958

Construction of Culvert @ Km 11/000 - 12/000 @ Ch. 11/285, 11/587, 11/684

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

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

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

Gravel FillingGravel 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

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 11/285, 11/587, 11/684

Construction of Culvert @ Km 12/000 - 13/000 @ Ch. 12/050, 12/083, 12/767

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

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

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

Gravel FillingGravel 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

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 12/050, 12/083, 12/767

Construction of Culvert @ Km 13/000 - 14/000 @ Ch. 13/233, 13/442

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 13/233, 13/442

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 13/233, 13/442

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

Pipe Culvert @ Ch. 13/233, 13/442

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 13/233, 13/442

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 13/233, 13/442

Gravel FillingGravel 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

Pipe Culvert @ Ch. 13/233, 13/442

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 13/233, 13/442

Construction of Culvert @ Km 14/000 - 15/000 @ Ch. 14/162

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 14/162

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 14/162

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

Pipe Culvert @ Ch. 14/162

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 14/162

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 14/162

Gravel FillingGravel 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

Pipe Culvert @ Ch. 14/162

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 14/162

Construction of Culvert @ Km 15/000 - 16/000 @ Ch. 15/183, 15/492, 15/712, 15/983

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

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

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

Gravel FillingGravel 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

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 15/183, 15/492, 15/712, 15/983

Construction of Culvert @ Km 16/000 - 17/000 @ Ch. 16/840

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 16/840

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 16/840

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

Pipe Culvert @ Ch. 16/840

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 16/840

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 16/840

Gravel FillingGravel 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

Pipe Culvert @ Ch. 16/840

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 16/840

Construction of Culvert @ Km 17/000 - 18/000 @ Ch. 17/212, 17/432, 17/891

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

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

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

Gravel FillingGravel 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

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 17/212, 17/432, 17/891

Construction of Culvert @ Km 18/000 - 19/000 @ Ch. 18/436, 18/691

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 18/436, 18/691

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 18/436, 18/691

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

Pipe Culvert @ Ch. 18/436, 18/691

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 18/436, 18/691

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 18/436, 18/691

Gravel FillingGravel 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

Pipe Culvert @ Ch. 18/436, 18/691

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 18/436, 18/691

Construction of Culvert @ Km 19/000 - 20/000 @ Ch. 19/114, 19/791

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 19/144, 19/791

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 19/144, 19/791

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

Pipe Culvert @ Ch. 19/144, 19/791

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 19/144, 19/791

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 19/144, 19/791

Gravel FillingGravel 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

Pipe Culvert @ Ch. 19/144, 19/791

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 19/144, 19/791

Construction of Culvert @ Km 20/000 - 21/000 @ Ch. 20/165,20/415,20/690,

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

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

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

Gravel FillingGravel 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

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 20/165, 20/415, 20/690

Construction of Culvert @ Km 21/000 - 21/177 @ Ch. 21/042

Earth work 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Pipe Culvert @ Ch. 21/042

Supplying and Filling foundation and Basement with filling sand in layers not more than 15cm, thick well ramed watered and compacted complete complying with standard specification

Pipe Culvert @ Ch. 21/042

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

Pipe Culvert @ Ch. 21/042

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Below Sill Works

Pipe Culvert @ Ch. 21/042

Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers not more than 15cm thick, compacting etc complete complying with standard specifications and as directed for Footings Above Sill Works

Pipe Culvert @ Ch. 21/042

Gravel FillingGravel 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

Pipe Culvert @ Ch. 21/042

Providing and laying reinforced cement comcrete pipe NP3 for culverts on first bedding of granular material in single row incluing fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works head walls and parapets

Pipe Culvert @ Ch. 21/042

Provision for Protective works Panal Type

Panal Type Retaining Wall Km 10/000 - 11/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 12/000 - 13/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km13/000 - 14/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 14/000 - 15/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 17/000 - 18/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 18/000 - 19/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 19/000 - 20/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 20/000 - 21/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 21/000 - 21/177

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Provision for Protective works Panal Type

Panal Type Retaining Wall Km 11/000 - 12/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 12/000 - 13/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 13/000 - 14/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Retaining Wall Km 14/000 - 15/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 18/000 - 19/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Panal Type Retaining Wall Km 19/000 - 20/000

Earth work excavation and depositing on bank with intial lead 10m and lift of 2m hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Cement Concrete 1:4:8 mix using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc complete

Dry stone masonry using new Rough stones including cost and conveyance of all materials to site and labour charges etc complete

Random rubble masonry in cement mortar 1:5 mix new rough and bond stones including cost and conveyance of all materials labour charges and simultaneous pointing the joints in same morter etc complete

Plastering with cement mortar 1:4 mix to 20 mm thick in all floors with standard specification

Provision for Protective works

RCC Protective work Km 13/000 - 14/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 20 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

RCC Protective work Km Km 17/000 - 18/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 20 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

RCC Protective work Km 19/000 - 20/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 20 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

RCC Protective work Km 20/000 - 21/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M20 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

Provision for Protective works

RCC Protective work Km 11/000 - 12/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

RCC Protective work Km 15/000 - 16/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

Provision for Protective works

RCC Protective work Km 14/000 - 15/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

Provision for R C C Protective works

RCC Protective work Km 10/000 - 11/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

RCC Protective work Km 11/000 - 12/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

RCC Protective work Km 18/000 - 19/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

Provision for Protective works

RCC Protective work Km 11/000 - 12/000

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications for FOUNDATION UNDER RETAING WALL.

Vibrated Cement Concrete of Grade M 15 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Levelling Course Below Retaining Wall

Vibrated Cement Concrete of Grade M 20 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Retaining Wall

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVEL

Vibrated Cement Concrete of Grade M 30 Nominal Mix using 20 mm ,12mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVEL

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 900mm dia semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, 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.500 grade.

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)

VRV CONSTRUCTION