Irrigation And Flood Control Department-IFCD has published Tender For Stage Contract For Annual Maintenance/Repairs Restortoration Of Damages Of Embankments, Plugging Of Breaches And Raising Of Bunds, Laying Of Ec Bags On Bank Tops, Cutting Of Trees Etc.On Encroached Land/Embankments For Various Nallahs For The Y. Submission Date for this Tender is 03-05-2024. Embankment Tenders in handwara Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Hire and runnng charges of Tipper (min 8 hours) |
| 2 | Engagement of cutting saw machine (min 8 hours) |
| 3 | Engagement of Tractor with trolley (min 8 hours) |
| 4 | Engagement of Blacksmith 1st class |
| 5 | Engagement of carpenter 1st class |
| 6 | Engagement of Beldar |
| 7 | Engagement of Mason (average) |
| 8 | Supply of stoneboulder (quarry) nominal size 225 mm (stack measurements reduced by 15% |
| 9 | Supply of stone boulder (nallah) nominal size 225 mm (stack measurements reduced by 15%) |
| 10 | Supply of stone for masonry work (Quarry) |
| 11 | supply of stone for masonry work (nallah split) i |
| 12 | supply of Soling stone |
| 13 | Supply of Diesel |
| 14 | supply of Petrol |
| 15 | Supply of wire crate meshof size 100x100 with 4mm dia wire incld carriage, mechanical transport head load, etc complete |
| 16 | Supply of Zinc Coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, Selvedge Wire dia: 3.4 mm & lacing wire dia. 2.2 mm & PVC coating thickness |
| 17 | Hire charges of Generator 100 KVA/125 KVA |
| 18 | Hire charges of pumpset of capacity 4000 litres/hour |
| 19 | Engagement of hydraulic excavatr (Tyre mounted) incld cost of fuel and hire charges of operatormin08hours |
| 20 | Engagement of hydraulic excavatr (chain mounted) incld cost of fuel and hire charges of operatormin08hours |
| 21 | providing of polythene sheet for lining for water proofing |
| 22 | Providing of plywood |
| 23 | 4mm |
| 24 | 6mm |
| 25 | 9mm |
| 26 | 12mm |
| 27 | construction muthu bunds, comprising boulders and wood bushes in alternate layers: incld working in water situation |
| 28 | Earth work in excavation by mechanical means (hydraulic excavator) 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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds Of soils. |
| 29 | Earth work 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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soils. |
| 30 | 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 |
| 31 | 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 |
| 32 | 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 1.5m.. |
| 33 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material |
| 34 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 36 | Foundations, footings, bases of columns etc. for mass concrete |
| 37 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 38 | Suspended floors, roofs, landings, balconies and access platforms. |
| 39 | Columns, pillars, piers, abutments, posts and struts |
| 40 | 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 withcomplete job |
| 41 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 42 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 43 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 44 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. Complete Job |
| 45 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 46 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 47 | 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 Complete Job |
| 48 | 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 49 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 50 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) Complete job |
| 51 | 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 Complete Job |
| 52 | 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) Complete job |
| 53 | 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) Complete job |
| 54 | Structural steel work in single section, fixedwith or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer all complete. Complete Job |
| 55 | Slip clearance |
| 56 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m |
| 57 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 58 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) |
| 59 | Dry |
| 60 | Wet |
| 61 | Providing and laying S&S Centrifugally Ductile Iron Pipes conforming to IS : 8329 Complete job |
| 62 | 100 mm dia Ductile Iron Class K - 9 Pipes |
| 63 | 150mm dia Ductile Iron Class K - 9 Pipes |
| 64 | 200 mm dia Ductile Iron Class K - 9 Pipes |
| 65 | providing flanged joints to double flanged C.I/D.I pipes to joints providing and laying S&S centrifuglly cost (Spun) iron pipes (Class L.A) confrimg to IS 1536 incl. all carriages (complete Job) |
| 66 | 100 mm dia. Pipe |
| 67 | 125 mm dia. Pipe |
| 68 | 150 mm dia. Pipe |
| 69 | 200 mm dia. Pipe |
| 70 | Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints incld all carriages (complete job) |
| 71 | 100 mm dia. pipe |
| 72 | 125 mm dia. pipe |
| 73 | 150 mm dia. pipe |
| 74 | 200 mm dia. pipe |
| 75 | 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 |
| 76 | 100 mm dia. R.C.C. pipe |
| 77 | 150 mm dia. R.C.C. pipe |
| 78 | 250 mm dia. R.C.C. pipe |
| 79 | Providing of Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm |
| 80 | 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) |
| 81 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 82 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 83 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: incld. all carriages (complete job) |
| 84 | Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry |
| 85 | Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 86 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 87 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge: |
| 88 | 1:3:6 or richer mix (i/c equivalent design mix) |
| 89 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 90 | 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 |
| 91 | 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) |
| 92 | 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) |
| 93 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 94 | 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. |
| 95 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : (In cement mortar) |
| 96 | 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) |
| 97 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) : |
| 98 | Dismantling old protection work including cutting of crates and stacking of stones |
| 99 | 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 |
| 100 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 101 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m |
| 102 | Loading sand / earth filled bags in boats; lead upto 50m. |
| 103 | Unloading sand/earth filled bags from boats |
| 104 | Placing in dry |
| 105 | Placing in Water |
| 106 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 107 | Tipping stone-filled wire crates in position; including equipment charges. |
| 108 | Dumping stone excluding cost of stones in Horizontal on level |
| 109 | Providing of uPVC pipes of required dia incld. All carriages (complete job) |
| 110 | 75 mm |
| 111 | 110 mm |
| 112 | 150 mm |
| 113 | 200 mm |
| 114 | providng, laying and placing in postion of poplar piles haivng girth not less 1500 mm wit stiffness and fasteners incld. Loading/unloading and stacking at site complete job. |
| 115 | P/Fitting of plain GI sheets 0.35 mm thick incld all carriages(complete job) |
| 116 | Welding, including transportation of plant at site etc.complete |
| 117 | By gas plant |
| 118 | By electric plant |
| 119 | Providing and laying of sand/earth filled geo bags with filled capacity 0.075 cum/no., including of cost of bag, filling of bags, sewing and strings and filling material placing in position dry/wet, all sorts of carriages, manual/mechanical, loading, unloading and stacking etc. but excluding cost of filling material complete job as per directions/satisfaction of Engineer in Charge. |
| 120 | Providing and laying of sand/earth filled geo bags with filled capacity 0.075 cum/no., with 70% earth and 30% sand including of cost of bag, filling of bags, sewing and strings and filling material placing in position dry/wet, all sorts of carriages, manual/mechanical, loading, unloading and stacking etc. includingcost of filling material complete job as per directions/satisfaction of Engineer in Charge. |
| 121 | Providing and laying of sand/earth filled mega bags with filled capacity 0.95 cum/no., with 70% earth and 30% sand including of cost of bag, filling of bags, sewing and strings and filling material placing in position dry/wet, all sorts of carriages, manual/mechanical, loading, unloading and stacking etc. including cost of filling material complete job as per directions/satisfaction of Engineer in Charge. |
| 122 | Providing and laying of sand/earth filled mega bags with filled capacity 0.95 cum/no., including of cost of bag, filling of bags, sewing and strings and filling material placing in position dry/wet, all sorts of carriages, manual/mechanical, loading, unloading and stacking etc. excluding cost of filling material complete job as per directions/satisfaction of Engineer in Charge. |
| 123 | Supply of following items (complete job) |
| 124 | Coarse sand zone III |
| 125 | Fine sand zoneIV |
| 126 | Stone dust |
| 127 | Earth |
| 128 | Refreshments for special occasions of District Administration |
| 129 | Tea/Cofee |
| 130 | Tea with egg and samosa |
| 131 | water |
| 132 | veg Resfreshment pack |
| 133 | No-Veg Reshment pack |
| 134 | Mix Dry fruit per serving |
| 135 | Interior finishing White washing with lime to give an even shade on New Work (three or more coats) |
| 136 | FiExterior Finishing Finishing walls with water proofing cement paint of required shade on New Work (two or more coats applied @ 3.84 kg/10 sqm) |
| 137 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class Kail wood |
| 138 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): |
| 139 | Providing and fixing of sign board. |
| 140 | Tin sign board |
| 141 | Electronic sign boards |
| 142 | Flex sign board |
| 143 | Flex Glow sign board |
| 144 | Carriage as per SOR-2022 and to be paid as per actual. |
| 145 | Hire charges of passenger vehicle (Sumo/tevera/scorpio/xylo) incld. POL and Driver complete for full day (8hours) to be paid as per actual mileage. |
| 146 | close timbering in case of shafts, wells, cesspits, manholes and the like incld. Strutting, shoring and packing cavities (whereever required) etc. complete. (Measuremenets to be taken of the face area timbered) |
| 147 | Depth not exceeding 1.5m |
| 148 | Depth exceeding 1.5m but not exceeding 3m |
| 149 | Depth exceeding 3m but not exceeding 4.50m |
| 150 | Open timbering in trenches incld. Strutting and shoring complete (measurements to be taken of the face area timbered) |
| 151 | Depth not exceeding 1.5m |
| 152 | Depth exceeding 1.5m but not exceeding 3m |
| 153 | Depth exceeding 3m but not exceeding 4.50m |
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