Construction of Sump Tank 02 No Chain link fencing for solar panel,Pumpshed and protection bund for zing for solar lift Irrigation Scheme at Disket Nobra (Under SDP)

SUMP TANK:- Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a)All kinds of soil:-70%

b)Ordinary rock:-20%

c)Hard rock (Blasting Prohibited):-10%

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. a)All kinds of soil:-70%

b)Ordinary or hard rock:-30%

Providing and Laying in position stone boulder (dully hand packed ) including watering,dressing and ramming complete job.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Providing and fitting of escape pipe 300mm dia with Gate Complete job

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Carriage of material from source to site of work by mechanical transport. a)Cement an avg lead 150 Km

b)Sand an avg lead 10 Km

c)Stone agg an avg lead 10 Km

d)Stone an avg lead 10 Km

Carriage of materials by Headload. A. Cement an avg lead 250 mtrs

B. Sand an avg lead 250mtr

C. Stone agg an avg lead 250mtr

D.Stone an avg lead 250mtr

FENCING:- Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a)All kinds of soil.:-70%

b)Ordinary rock:-30%

Dry stone filling (any Thickness)including cost of stone.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mnominal size)1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

Carriage of material from source to site of work by mechanical transport. a)Cement an avg lead 150 Km

b)Sand an avg lead 10 Km

c)Stone agg an avg lead 30 Km

d)Stone an avg lead 10 Km

Carriage of materials by Headload. A. Cement an avg lead 250 mtrs

B. Sand an avg lead 250mtr

C. Stone agg an avg lead 250mtr

D.Stone an avg lead 250mtr

PUMP SHED:- Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.70%

b)Ordinary rock:-30%

Dumping stone including cost of stones. in Horizontal on level

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete :1:3:6 (1 Cement: 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete

b)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

c)Lintels, beams, plinth beams, girders, bressumers and cantilevers

d)Suspended floors, roofs, landings, balconies and access platform

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class Kail wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)Second class teak wood 35 mm thick shutters

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Providing of electrification (Heating point)using 4mm guage insulated copper wire through PVC conduit and channels including 15AMP ON/OFF switches (Anchor/Havel)complete job.As per direction of Engineer in charge.

Supply and fixing of conceated type of LED light of approved make complete job As per direction of Engineer in charge.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Carriage of material from source to site of work by mechanical transport. a)Cement an avg lead 150 Km

b)Sand an avg lead 80 Km

c)Stone agg an avg lead 80 Km

d)Stone an avg lead 10 Km

Carriage of materials by Headload. A. Cement an avg lead 250 mtrs

B. Sand an avg lead 250mtr

C. Stone agg an avg lead 250mtr

D.Stone an avg lead 250mtr

PROTECTION BUND: -Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials

Supply of wooven Crate including carriage complete job.

Supply of Lids including carriage complete job.

Carriage of material from source to site of work by mechanical transport. Stone an avg lead 20 Km

Carriage of materials by Headload. Stone an avg lead 500 mtrs