Day to Day Repair /Maintenance of existing Irrigation Khuls Kastigarh Canal Section and adjoining areas

Amount

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.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 leveled 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.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 25 Mtr from cutting edges, disposed earth to be leveled and neatly dressed in . 1) ordinary rock

1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.1 hard rock(Blast Prohibited)

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.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 50 Mtr from cutting edges, disposed earth to be leveled 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.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 50 Mtr from cutting edges, disposed earth to be leveled and neatly dressed in . 1) ordinary rock

1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge.1 hard rock(Blast Prohibited)

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

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like

Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

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

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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

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 course fillets, kerbs and steps etc.

Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts

Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.1 Mild steel and medium tensile steel bars

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.2 Hard drawn steel wire

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.3 Cold twisted bars

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.4 Hot rolled deformed bars

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5 Hard drawn steel wire fabric

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) using Querry stone

Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)Nallah stone

Dry random rubble masonry with hard stone in foundation and plinth: 1 With bond stone.

Dry random rubble masonry with hard stone in foundation and plinth:.2 Without bond stone

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shadesexcept burgundy, bottle green, black of any size as approved by Engineer- in-Charge, inskirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointingin white cement mixed with pigment of matching shade complete.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Riveted and bolted

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete Welded

Providing and fixing mild steel rings of 6mm round bar and 40mm internaldia for fastening ropes of chicks

Providing and fixing M.S. fan clamp of 16mm dia M.S. bar, bent to shapewith hooked ends in R.C.C, slabs or beams during laying, includingpainting the exposed portion of loop, all as per standard design complete.

Providing and fixing circular/hexagonal cast iron box for ceiling fan clamp,of internal dia 140 mm, 73mm height, top lid of 1.5mm thick M.S. sheetwith its top surface hacked for proper bonding, top lid shall be screwed intothe cast iron/M.S. sheet box by means of 3.3mm dia. round headed screws,one lock at the corners. Clamps shall be made of 12mm dia M.S. bar bent toshape as per standard drawing.

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

Providing and fixing bolts including nuts and washers complete.

Providing and fixing M.S. rivets of sizes in position.

Welding, including transportation of plant at site etc. complete.1 By gas plant

Welding, including transportation of plant at site etc. complete.2 By electric plant

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete.25mm thick with 12.5 mm nominal size stone aggregate.

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20 mm nominal size stone aggregate.

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

20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

20mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster

Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster

18mm Cement plaster in two coats under layer 12mm thick cementplaster 1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1 : 6 (1 cement : 6 fine sand)

18mm Cement plaster in two coats under layer 12mm thick cement plaster1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm thickcement plaster 1 : 3 (1 cement : 3 coarse sand) finished rough with sponge

12mm Cement plaster 1 : 2 (1 cement : 2 Stone dust)

15mm Cement plaster 1 : 2 (1 cement : 2 Stone dust) on the rough side of single or half brick wall

20mm Cement plaster 1 : 2 (1 cement : 2 Stone dust)

12 mm thick cement plaster 1:4 (1 Cement :4 sand) including curing complete

15 mm thick cement plaster 1:4 (1 Cement :4 sand) including curing complete

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix)

Demolishing stone rubble masonry manually/by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-charge: In cement mortar

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-charge: In cement mortar In lime mortar

Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured)1 In lime mortar

Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) In cement mortar

Dry stone pitching, 225mm thick, including cost of stones and preparation of surface.

Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone

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

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

Dry stone pitching (any thickness) excluding cost of stones. 1 On Horizontal

Dry stone pitching (any thickness) excluding cost of stones. On Top copings of banks

Dry stone pitching (any thickness) excluding cost of stones On Slopes

Hand-packing stones in wire-crates; excluding cost of crates and stones Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates

Dumping stone excluding cost of stones.in Horizontal on level

Dumping stone excluding cost of stones. on Slopes (Behind pitching)

Grouting of riprap with dry aggregates, excluding cost of aggregates.

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

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

Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand.

Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m.

Loading sand / earth filled bags in boats; lead upto 50m.

Unloading sand/earth filled bags from boats

Placing in Water

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

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

Shingle clearance from canals.

Weed clearanceFrom lakes(using boats)

Weed clearance From canals(including extraction of roots)

Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

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

Slip clearance In soils; mixed with Decomposed Rocks; by blasting or any other means

Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. In medium hard rocks ; by blasting

Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. In medium hard rocks ; by blasting

Carriage of cement by H/L for 1st 50 mtr

Next 50 Mtrs

Carriage of sand and Bajri Ist 50 Mtrs by H/L

Next 50 Mtrs

Carriage of stone Ist 50 Mtrs by H/L

Next 50 Mtrs

Carriage of steel Ist 50 Mtrs by H/L

Carriage of stone by M/T for 1st 50 mtr

Carriage of sand and bajri by M/T for 1st 50 mtr

Carriage of cement by M/T for 1st 50 mtr

Carriage of steel Ist 50 Mtrs by M/T

Brickwork with common burnt clay (non modular ) brick of derignation 7.5 in foundation and plinth including curing in complete mortar 1:4

Half brick masonary with 1:4

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

Mason fitter first class

Labour fitter second class

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. In retaining wall with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Supply of stone

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 leveled and neatly dressed in . 1) All kinds of soil.

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering in retaining wall with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Laying and fitting of HDEP pipes 160 mm A) Cost of pipe 160 mm to be paid as per stock rate.

Laying and fitting of HDEP pipes 160 mm B) Cost of HDEP Collors 160mm to be paid as per stock rate.

Abdul Qayoom

MAJAD AHMED

Rajninder Singh

ABDUL LATIEF

m/s khurshid ahmed