Checkdam

Quantity Unit Item Rate Per Amount (Rs.)

Dewatering the foundation trenches during excavation, laying foundation concrete,

2000.00 Hp-Hr masonry etc. till completion and diversion of surface and subsurface water etc. 52.5 Hp-Hr

complete as directed.

16.00 Hour J.C.B. 4 CX, (RA as per Annexure-7) 1769 Hour

Excavation for foundation in overburden in all sorts of soil hard murrum , gravel

etc including shoring , strutting and depositing the excavated stuff in regular stacks

or layers with lead up to 500 mtr and all lifts. (By Machinery) (b) INCLUDING

Excavation for foundation below overburden in soft rock including shorting out &

depositing the excavation stuff as and where directed with lid up to 500 mtr and all

136.00 Cmt lifts . (Machinery ) (b) INCLUDING DEWATERING 235.00 Cmt

Providing & Laying in position "NOMINAL MIX" cement concrete using cement,

sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding, compaction by vibrator, curing as

88.00 Cum directed with all lead & lift etc complete Without Dewatering and excluding cost of 3346.00 Cum

steel reinforcement. (A) For Foundation concrete / General purpose (a) C. C.

Nominal Mix, M-10 and MSA-40 mm

Providing & Laying in position "DESIGN MIX" cement concrete using cement

sand and crushed aggregate for C.C./ R.C.C work by "FLORI" including necessary

formwork, centering, scaffolding, compaction by vibrator, curing as directed with

1411.00 Cum all lead & lift etc complete without dewatering and excluding the cost of steel 4344.00 Cum

(B) For Pier and Abutments / Wing wall / Head wall / Return wall / Dowel Wall etc

(h) Concrete grade M-15 and MSA-40 mm

Providing & Placing in position reinforcement bars including cutting, bending,

14.55 MT welding joints where necessary, hooking etc. complete as per drawing for all lead 82019.00 MT

and lifts. TMT / CRS (FE 500 D)

Back filling the foundation trenches around the structures etc ,with selected

1252.000 Cum excavated stuff including watering, ramming,compacting etc. complete. (By 36.90 Cum

Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C. Pipe for weep

60.00 Rmt holes with non corroding jali in abutments, wing walls, retaining walls etc. 262.50 Rmt

Providing and laying inverted filter of specified thickness in two layears

Gravel/Metal, Sand as specified in drawing at the back of abutment, returns & wing

65.00 Sqmt 505.10 Sqmt

walls etc. complete (Assumining 0.60 m thick.,0.30mGravel/Metalfilter& 0.30m.

Providing and laying inverted filter of specified thickness in two layears

Gravel/Metal,Sand as specified in drawing at the back of abutment, returns & wing

87.00 Sqmt walls etc. complete (Assumining 0.30 m thick.) 252.50 Sqmt

Providing and fixing in position P.V.C. heavy duty water stops in barrels, troughs

and wing walls with 25 mm wide expansion joint as shown in drawing including

filling the joints with asphalt pad or bitumen cork board of approved quality.

115.00 Rmt (Asphalt pad or bitumen cork board will be paid seperatly) (b) 300 MM WIDE PVC 634.50 Rmt

Providing and laying Rubbles not weighing less than 40 Kg and 300 mm in Size in

360.00 Cum Launching Apron including transporting, laying etc complete as directed. 704.00 Cum

Providing and supplying mechnically double twisted highly galvanized with (PVC)

Polyvinyl Chloride coating gabions made of mesh size 10 x 12 cm woven wire

(3.00mm dia), tying with lacing wire of dia 2.2mm, as per ASTM A975-97, size of

gabion, including providing and laying stones in the gabions and arranging them in

a required manner in the section or such other structure with arranging in required

400.00 Nos layer thickness and arranging gabions , with the crane if required (if required as per 3417.00 Nos

drawings or as directed ) with all material , labour , tools, lead and lift etc. comp.

(A) 1 m x 1 m x 1 m Size (Stone Weight 10 to 40kg)

Providing and fixing in position 1.80 m high above finished ground level canal data

boards of standard size 1.20m x 0.90m with M.S. angle 40mm x 40mm x 6mm with

1.00 No. 3mm thick iron plate in 1:5:10 proportion concrete block size 40cm x 40cm x 75cm 3103.00 No.

including painting existing data on the board etc. complete as directed.

Providing and fixing 2.30 m long TMT steel anchor bars of 16 mm dia by drilling

35 mm dia hole in fouandation including necessary cutting, bending, hoisting bars

200.00 No. and grouting the holes with cement slurry etc. complete (1.0 mt. to be inserted 692.90 No.

below excavated level) as directed.

Deputy Executive Engineer Executive Engineer

Hadaf Irrigation Sub Division Panam Project Division

Morva(H) Godhra