Providing Of Men, Machinery, Materials For Execution Of Emergent Works At Site As Per Requirement Due To Breaches/ Floods / Calamities/ Encroachment Removal Etc Of Irrigation Sub Division Bijbehara Minor Irrigation M And R 2702 For The Year 2025-26 P- 1 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. 2 Earth work in bulk excavation by mechanical eans (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. 3 Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil. 4 Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. 5 Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil. 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 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. 8 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) 9 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 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 10 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) 11 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) 12 Filling / Hand-packing stones in wire-crates; excluding cost of crates and stones 13 Supply and fixingof 4mm dia B.A wire woven crates with lid /binding wire.(4x4 mesh) as per ISI specification including all carriages ( manual /Mechanical) up to site of workcomplete Job 14 Dumping stone excluding cost of stones. In Horizontal on level 15 Supply of Stones 16 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. 17 Providing and laying earth filled cement bags including cost of EC bags, cost of excavation (available Earth), filling , loading, unloading , laying,Sewingand strings etc all carriagesupto site of work complete job as per the directions of Engr-in-charge 18 Providing and laying earth filled cement bags including cost of EC bags,filling , loading, unloading , laying,Sewingand strings etc all carriagesupto site of work complete job as per the directions of Engr-in-charge Note:- Supply of earth shall be paid separately. 19 Centering and shuttering including strutting, propping etc. and removal of form work for: 20 Foundations, footings, bases for columns 21 Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc 22 Slip clearance; In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 23 Slip Clearence In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 24 Weed clearance From canals(including extraction of roots) 25 Opening out old wire crates those and re-binding after filling. 26 Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively): 27 Dry 28 Wet 29 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. 30 Dismantelling/ Dismembering of existing winch machines from super structure, includingwinch rods, connecting rods,casing etc. and making good/ operational by removing dents from winch rods/ gate shutters and repair to winch machines by cleaning, greasing & petty repairs and reassembling the same after repairs including the alignment complete job 31 Repairs to existing winch machines, gate shutters etc by way of greasing & making gates opeational. 32 Construction of x-bund by Mechancical mean including all carriages upto site of Work Complete Job as directed by Engineer-in-Charge. 33 Shingle clearance from canals. 34 Providing and fixing 20mm thick wooden planks ceiling (frame work for base to be paid for separately) with M.S. screws ( Budloo/fir wood ) 35 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) 36 12mm Cement plaster of mix:1 : 4 (1 cement : 4 fine sand) 37 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. Welded. 38 Random Rubble masonry with hard stone in foundation and plinth including leveling 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: Cement mortar 1:6 (1 Cement : 6 coarse sand) 39 Quarry 40 Nallah 41 Dry random rubble masonry with hard stone in foundation and plinth: With bond stone 42 Quarry 43 Nallah 44 Providing and driving of wooden piles of keeker wood of diameter 150mm average and length of 2 mtrs , 1700 mm to be driven below ground level, including carriage mechanical as well as mannual etc with all connected charges, with steel pile caps to be used for pile driving (removable) complete job. 45 Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job 46 Hire charges ofChain MountedEarth moving equipment LNT etc including fuel ,driver and Crawling charges etc complete job 47 Hire charges of Tippers including driver etc 48 Hire charges of Tractors including driveretc complete job 49 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 50 Beyond 30cm girth upto and including 60cm girth. 51 Beyond 60cm girth upto and including 120cm girth 52 Providing and laying of polythene of specified weight of 250 gsm of approved brand and colour incl. all carriages complete job. 53 Providing and laying of polythene of specified weight of 200 gsm of approved brand and colour incl. all carriages complete job. 54 Supply of Heavy Duty Brush Cutter, Grass Cutter with 52CC Displacement-1650W of approved make and brand 55 Providing and Laying PVC/DWC Pipe Of approved brand and quality 56 250 mm 57 200 mm 58 150 mm 59 100 mm 60 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 61 600mm dia. R.C.C. pipe 62 450mm dia. R.C.C. pipe 63 300mm dia. R.C.C. pipe 64 250mm dia. R.C.C. pipe 65 150 mm dia. R.C.C. pipe 66 100 mm dia. R.C.C. pipe 67 Supply of fuel (petrol ) 68 Supply of Diesel. 69 Supply of Engine oil. 70 Engagement of labour / Beldar, Mazdoor 71 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 72 Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand 73 Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m 74 Loading sand / earth filled bags in boats; lead upto 50m 75 Supply of empty bags including all carriages. 76 Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) including all carriages complete Job 77 Hire charges of D.G set and welding machine for welding purposes including Blacksmith,Fuel charges and all carriages complete job 78 Carriage of materials from source uptoRoad site of work by M.T. 79 Cement by an av lead of 05 km. 80 Sand by an av lead of 05km. 81 Stone aggregates 20mm by an average lead of 05km. 82 Stone soling by an average lead of 05km. 83 Earth by M.T for an av lead of 05km 84 E.C bags for an av lead of 05km 85 Steel for an av laed of 05km 86 Extra for every additional lead of 1 km beyond 05km upto 10km by M.T 87 Cement 88 Sand 89 Stone aggregates 20mm 90 Stone soling 91 Earth 92 E.C bags 93 Steel 94 Extra for every additional lead of 1 km beyond 10km upto 20km by M.T 95 Cement 96 Sand 97 Stone aggregates 20mm 98 Stone soling 99 Earth 100 E.C bags 101 Steel 102 Carriage of materials for an avg lead of 50 mts by Head load. 103 Cement 104 Sand 105 Stone aggregates 20mm 106 Stone soling 107 Earth 108 E.C bags 109 Steel 110 Extra for every additional lead of 50 mts by Head load beyond 1st 50 mts. 111 Cement 112 Sand 113 Stone aggregates 20mm 114 Stone soling 115 Earth 116 E.C bags 117 Steel
