Stage Contract For Annual Repairs And Maintenance Of Various Irrigation Schemes Of Isd Surankote- 1 Stage contract for I&FC Division Poonch 2 Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. 3 Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (All kinds of soil) 4 Ordinary Rock 5 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. 6 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : (All kinds of soil) 7 Ordinary Rock 8 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. 9 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 10 Providing and laying in position cement concrete of specified grade including curing, but excluding the cost of centering and shuttering. All work up to plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 11 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 12 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 13 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring, 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) 14 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 15 Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 16 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 17 Suspended floors, roofs, landings, balconies and access platforms. / Shelves (cast-in-situ) 18 Lintel, beams, plinth beams, girders,and cantilevers 19 Columns, pillars, piers, abutments, posts and struts. 20 Edges of slabs and breaks in floors and walls (Under 20 cm wide) 21 Edges of slabs and breaks in floors and walls (Above 20 cm wide) 22 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. 23 Mild steel and medium tensile steel bars 24 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) 25 Cement mortar 1:6 ( 1 cement : 6 coarse sand) 26 Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level 27 RANDOM RUBBLE MASONRY:-Random Rubble masonry with hard stone 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) upto plinth level and curing complete with: a. Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry 28 Nallah 29 Dry random rubble masonry with hard stone in foundation and plinth:a) With bond stone. Wih bond stone : quarry 30 Nallah 31 without bond stone Nallah 32 Providing and fixing of sign board displaying salient features as per standard design/ size(1mx0.80m) with angle ironposts embedded in cement concrete block to be approved by Engineer in Charge including painting , lettering and cost of concrete block (complete job) 33 Capturing and printing HD photographs (of size 4”x6”) on good quality standard photo paper 34 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Riveted and bolted 35 Welded 36 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. Complete. 25mm thick with 12.5 mm nominal size stone aggregate 37 40mm thick with 20 mm nominal size stone aggregate. 38 50 mm thick with 20mm nominal size stone aggregate. 39 0.50 mm thick with zinc coating not less than 275 gram/m2 40 0.50 mm thick with zinc coating not less than 275 gram/m2 41 CEMENT PLASTER; (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 42 1 : 6 ( 1 cement : 6 fine sand) 43 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) 44 1:4:8 or leaner mix (i/c equivalent design mix) 45 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. 46 Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 47 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 48 Dismantling old protection work including cutting of crates and stacking of stones 49 Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. 50 Dry stone pitching (any thickness) excluding cost of stones. On Horizontal 51 On Top copings of banks 52 On Slopes 53 Hand-packing stones in wire-crates; excluding cost of crates and stones 54 Dumping stone excluding cost of stones. in Horizontal on level 55 on Slopes (Behind pitching) 56 Grouting of stone pitching using M-10 nominal mix concrete (max. Size of aggregates; 20mm nominal) @ 3.65 cum per 100Sqm on horizontal/side slopes; complete including curing. 57 Opening out old wire crates those and re-binding after filling. 58 Supply of Stone boulder (nallah) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%) 59 Supply of Stone boulder (quarry) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%) 60 Supply of Stone for masonry work (quarry)incl. royalty and/or other taxes, (Stack measurements reduced by 15%) 61 Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and 62 Unloading sand/earth filled bags from boats placing in dry 63 Placing in Water 64 Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) : Dry 65 Wet 66 Shingle clearance from canals 67 Weed clearance From lakes(using boats) 68 From canals(including extraction of roots) 69 SLIP CLEARANCEIn ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 70 In soils; mixed with moorum / Kankar / shingle / boulders ; disposal lead upto 50 m and lift upto 1.5 m. 71 In soils; mixed with Decomposed Rocks; by blasting or any other means 72 Supply of crusher dust for filling of bags incl. Carriage, royalty and/or other taxes, loading, unloading, stacking, etc. Complete job, 73 Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and 74 Providing of LDPE (Black polythene) to stop/ stop the leakages of canals / khuls/ minors 75 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 upto 1.5 m in -All kinds of soil. 76 Providing & laying PVC (type – B) pipes with all the required accessories and carriages, complete job --- 150mm dia(LMR) 77 200mm dia (LMR) 78 250mm dia(LMR) 79 Sand & Agg. 20 mm avg. lead of upto 01 Kms 80 Sand & Agg. 20 mm avg. lead upto 02 Kms 81 Sand & Agg. 20 mm avg. lead upto 03Kms 82 Sand & Agg. 20 mm avg. lead upto 04Kms 83 Sand & Agg. 20 mm avg. lead upto 05Kms 84 Sand & Agg. 20 mm avg. lead beyond 5 Kms upto 10 Kms (per Km) 85 Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km) 86 Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km 87 40 mm Agg. avg. lead of upto 01 Km 88 40 mm Agg. avg. lead upto 2 Kms 89 40 mm Agg. avg. lead upto 3 Kms 90 40 mm Agg. avg. lead upto 4 Kms 91 40 mm Agg. avg. lead upto 5 Kms 92 40 mm Agg. avg. lead beyond 05 Kms upto 10 Kms (per Km) 93 40 mm Agg. avg. lead beyond 10 Kms upto 20 Kms (per Km) 94 40 mm Agg. avg. lead beyond 20 Kms per additional Km 95 Stone soling avg. lead of upto 1 Km 96 Stone soling avg. lead upto 2 Kms 97 Stone soling avg. lead upto 3 Kms 98 Stone soling avg. lead upto 4 Kms 99 Stone soling avg. lead upto 5 Kms 100 Stone soling avg. lead beyond 05 Kms upto 10 Kms (per Km) 101 Stone soling avg. lead beyond 10 Kms upto 20 Kms (per Km) 102 Stone soling avg. lead beyond 20 Kms per additional Km 103 Earth avg. lead of upto 1 Km 104 Earth avg. lead of upto 02 Km 105 Earth avg. lead of upto 03 Km 106 Earth avg. lead of upto 04 Km 107 Earth avg. lead of upto 05 Km 108 Earth avg. lead beyond 05 Kms upto 10 Kms (per Km) 109 Earth avg. lead beyond 10 Kms upto 20 Kms (per Km) 110 Earth avg. lead beyond 20 Kms per additional Km 111 Bricks avg. lead of upto 1 Km 112 Bricks avg. lead of upto 02 Km 113 Bricks avg. lead of upto 03 Km 114 Bricks avg. lead of upto 04 Km 115 Bricks avg. lead of upto 05 Km 116 Bricks avg. lead beyond 05 Kms upto 10 Kms (per Km) 117 Bricks avg. lead beyond 10 Kms upto 20 Kms (per Km) 118 Bricks avg. lead beyond 20 Kms per additional Km 119 Carriage of material by manual from road site to actual site of work, including loading, unloading and stacking etc. complete by manual labourCement for an avg. lead upto 50 mtr. 120 Cement for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. 121 Steel for an average lead upto 50 Mtr 122 Steel for an every additional lead of 50Mtrs or part thereof beyond 1st 50 Mtrs 123 Soling for an avg. lead upto 50 mtr. 124 Soling for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. 125 Sand & 20mm Agg for an average lead upto 50Mtr 126 Sand & 20mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. 127 40mm Agg for an average lead upto 50Mtr 128 40mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. 129 Earth for an average lead upto 50Mtr 130 Earth for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. 131 Bricks for an average lead upto 50Mtr 132 Bricks for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. 133 Pumping out water caused by springs, tidal or river seepage, broken water mains ordrains and the like
