Checkdam

Quantity Description of Item Unit Amount

In Figure In Word

Excavation for foundation in overburden in all sorts of soil hard

murrum , gravel etc including shoring , strutting and depositing Rupees One

633.20 the excavated stuff in regular stacks or layers with lead up to 110.50 hundred Ten Cmt.

500 mtr and all lifts. (By Machinery) (b).Including dewatering. Paise Fifty Only

Excavation for foundation below overburden in soft rock

including shorting out & depositing the excavation stuff as and Rupees Two

474.90 235.00 hundred Thirty Cmt.

where directed with lid up to 500 mtr and all lifts . (Machinery

)(b).Including dewatering.

Excavation for foundation in hard rock including stacking the

excavated stuff in spoil banks & sorting out usable rubble and Rupees Three

474.90 stacking regularly as and where directed with lead up to 500 m 397.00 hundred Ninety Cmt.

& all lift. with Rock Drilling & blasting (By Machinery)(b.Including Seven Only

Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking etc. Rupees Eighty

16.00 complete as per drawing for all lead and lifts. TMT / CRS (FE 500 82019.00 Two Thousand M.T.

D) (b) T.M.T. Nineteen Only

Providing and fixing 2.30 m long TMT steel anchor bars of

mm dia by drilling 35 mm dia hole in fouandation including Rupees Six

necessary cutting, bending, hoisting bars and grouting the holes hundred Ninety

with cement slurry etc. complete (1.0 mt. to be inserted below Two Paise

excavated level) as directed. Ninety Only

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 all lead & lift etc Rupees Four

complete without dewatering and excluding the cost of steel Thousand Three

reinforcement. hundred Forty

(B) For Pier and Abutments / Wing wall / Head wall / Return wall Four Only

/ Dowel Wall etc

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

Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C. Rupees Two

Pipe for weep holes with non corroding jali in abutments, wing hundred Sixty

walls, retaining walls etc. complete. Two Paise Fifty

Providing and laying inverted filter of specified thickness in two

layears Gravel/Metal, Sand as specified in drawing at the back of Rupees Five

149.00 abutment, returns & wing walls etc. complete (Assumining 0.60 505.10 hundred Five Smt.

m thick.,0.30mGravel/Metalfilter& 0.30m. Sand filter) Paise Ten Only

Quantity Description of Item Unit Amount

In Figure In Word

Providing and laying dry rubble pitching of various thickness to Rupees Three

required grade including trimming of earth work hand packing hundred Thirty

315.00 the interstice with spauls filling eath in interstices panneling 339.80 Smt.

complete for all kead and lift.(A) 230 mm thick Eighty Only

96.00 (RA as per Annexure-7) 1769.00 Hrs

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 Rupees Three

335.00 arranging them in a required manner in the section or such 3417.00 No.

other structure with arranging in required layer thickness and Seventeen Only

arranging gabions , with the crane if required (if required as per

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

Care and diversion of river including dewatering during

construction of weir and allied works as prescribed and directed Rupees One

Deputy Executive Engineer

Hadaf Irrigation Sub Division