SCPAR -2020-21 Package No.18/2020-21 Gangavalli Block in Salem District No of Works -01

Amount

1.)Vepaadi Palakadu to Vepaadi Road Km 0/0-3/00

Clearing Scrub jungle including cutting all trees and other vegetation and depositing them beyond the road as directed by the departmental officers Including all labour charges etc., complete. KM 0/0-2/860

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-2/860

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.B Km 0/0-2/860

Providing Gravel soling to 100 mm thick including cost and conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting ete.., Km 0/0- 1/0

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-1/0

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0- 2/860

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0- 2/860

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Km 0/0- 1/0

Providing and laying bituminous Concrete with 100-120 TPH Batch type HMP Producing anmacadam with hot mix plant using crushed aggregates of grading a Average output of 75 tonne per hour using crushed agregates of specified grading,premixed with bitumiouns binder @ 5.4 to 5.6 Percentage by weight of total mix and filter,transporting the hot mix to work site ,laying with a hydrostacic paver finisher with sensor control to the required grade level and algnment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH & H Specification clause 507 Complete in all respects Km 0/0- 1/0

Hectametre Stone

Kilometre Stone

Sign board

1.A) CC Drain Ch 260m-360m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 20 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

1.B) CC Drain Ch 2640-2860m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 20 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

1.C) Hard Bed Ch 940m-961m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.D) Hard Bed Ch 960m-980m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.E) 1.50m Span RCC Culvert @ Km 0/005

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Above Sill Level

Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Bitumen Pad

Provision for Weep holes 4 " Pvc pipe

1.F) 1.50m Span RCC Culvert @ Km 0/860

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Above Sill Level

Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Bitumen Pad

Provision for Weep holes 4 " Pvc pipe

1.G) 3.00m Span RCC Culvert @ Km 0/253

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Deck Slab

Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Bitumen Pad

Provision for Weep holes 4 " Pvc pipe

1.H) Retaining Wall @ Km 0/0 - 1/0

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Cement concrete 1 : 4 : 8 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 for foundation

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

Refilling of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Weep holes 4 " Pvc pipe

1.I) Hard Bed Ch 1030-1080m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.J) Hard Bed Ch 1660-1680m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.K) Hard Bed Ch 1720-1740m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.L) 1.50m Span RCC Culvert @ Km 1/430

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Above Sill Level

Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Bitumen Pad

Provision for Weep holes 4 " Pvc pipe

1.M) Retaining Wall @ Km 1/0-2/0

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Cement concrete 1 : 4 : 8 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 for foundation

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

Refilling of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Weep holes 4 " Pvc pipe

1.N) Hard Bed Ch 2180-2200m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.O) Hard Bed Ch 2320-2370m

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

1.P) 1.50m Span RCC Culvert @ Km 2/480

Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)

Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete

Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level

Above Sill Level

Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,

Plain cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete foe bed blocks

Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Bitumen Pad

Provision for Weep holes 4 " Pvc pipe

1.Q) Retaining Wall @ Km 2/0-3/0

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Cement concrete 1 : 4 : 8 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 for foundation

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

Refilling of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Provision for Weep holes 4 " Pvc pipe

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

SRI AMMAN CONSTRUCTION