Day to Day Repair /Maintenance of existing Irrigation Khuls by way of executing the works pertaining to Improvement/ Repair/Restoration at spots, Flood Protection Works and works to be executed under Urgent Public Demand during 2021-22 in Ghan

Amount

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . 1) All kinds of soil.

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . 2) Ordinary rock

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . 3) Hard rock (Blast Prohibited)

Providing CGS(Galvanized Corrogated steel) Sheets, including cutting to size and shape wherever required (a)0.80mm thick with zinc coating not less than 275 gram/sqm

Providing CGS(Galvanized Corrogated steel) Sheets, including cutting to size and shape wherever required (a)0.63mm thick with zinc coating not less than 275 gram/sqm

supply and fixing of PVC pipe 100mm,150mm,200mm, 300mm dia

Structural steel such as Tees,angles, channels , and RS Joists

Clearing jungle including uprooting of rank vegetation, gross, brush wood, trees and sapling of girth upto 30 cm measured at height of 1 metre of above ground level and removal of rubbish upto distance of 50 Metre outside the periphery of the area cleared.

Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead 1:3:6 or richer mix

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Nallah

Hand pack stone filling in knitted crates, excluding cost of crates and stones

Supply of stone Nallah

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively) -Dry

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively) -Wet

Dismantling concrete grouted stone pitching in aprons, drains etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 metres

Slip Clearance in soils; mixed with moorum Kankar/shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m.

Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead 1:4:8 or leaner mix

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of cantering. shuttering, finishing and reinforcement-All work upto plinth level 1:2"4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Carraige of stone by head load from local nallah to site of work [Extra carriage shall be paid only after verified by the concerned site Engineer/AEE] (1st 50M)

Next 50 Mtr

Disposal of excavated mulba average 5Km by MT and Av. 100Mtr by Head load wherever required [actual distance shall be verified by the JE Incharge/AEE]

Filling of EC bags including stitching, shifting, placing in position and cost of EC Bags [Placing in Water]

Filling of EC bags including stitching, shifting, placing in position and cost of EC Bags [Placing in Dry]

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like [wherever required to be verified by the site Engineer/AEE]

Supply of BA wire for binding of crates

Random Rubble Masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement:6 Coarse Sand : 12 Graded stone aggregate 20mm nominal size) at plinth level with : I) Cement mortar 1:6 (1 Cement : 6 Coarse Sand

Dry Random Rubble Masonry with hard stone in foundation and plinth using nallah stone without bond stone

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidated each deposited layers lead upto 50 M and lift upto 1.5 M

Centring and shutter including strutting, propping etc and removal of forms for foundation, footing, bases of column etc for mass concrete

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:4:8 (1 cement: 4 coarse sand 8 Graded stone aggregate of 40 mm nominal size) (Crushed)

Carriage of Cement from road side to site of work 1st 150 M

Next 50 Mtrs

Carriage of Bajri from road side to site of work Ist 150 Mtrs

Next 50 Mtrs

Carriage of Sand from road side to site of work Ist 150 Mtrs

Next 50 Mtrs

Providing and laying DPC 40mm thick with cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate),including curing complete

Providing and laying DPC 50mm thick with cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate),including curing complete

Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate Nallah

12mm Cement plaster of mix: 1 :4 mix ( 1 cement : 4 coarse sand) including curing complete

Centring and shuttering including strutting, propping etc. and removal of form for Foundations: footings, bases of columns etc. for mass concrete

Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations

Note:- 1 If any item/items not advertised in the above rate list but found necessary to be executed at site. The same shall be paid as per SSR 2020 on Contractors Appreciation/Depreciation.

Note:- 2 Any item either not advertised or nor provided in SSR 2020 shall be paid as per actual lowest market rates.

Note:- 3 Any material found necessary to be used at site and is not reflected in SSR 2020 shall be of standard ISI Mark and shall be paid as per prevailing stock rates or lowest market rate whichever is lowest.

MS HAMIDULLAH ZARGAR

Loke nath