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Tender ID
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
27 Mar 2026, 4:30 pmClosed
Ex. Eng IFCD Kupwara
Ex. Eng IFCD Kupwara
Stage contract for restt of breached embankments Repairments const. of Crate Gabion revetments supply of men machinery as and when required during floods of 2026-27 on Warnow Nallah, Khurhama Nallah, Kalaroose Nallah and their tributaries Lolab Area
2026_IFC_305913_3
E Nit No. IFCDK/11 of 2025-26
Open Tender
Civil Works
Percentage
360 days
Kupwara
Please refer Tender documents.
3 documents required · 3 mandatory
₹300
Ex Engineer IFCD Kupwara
₹12,000
11 Mar 2026
11 Mar 2026
28 Mar 2026
11 Mar 2026
27 Mar 2026
11 Mar 2026
Hire and runnng charges of Tipper (min 8 hours)
Engagement of cutting saw machine (min 8 hours)
Engagement of Tractor with trolley (min 8 hours)
Engagement of Blacksmith 1st class
Engagement of carpenter 1st class
Engagement of Beldar
Engagement of Mason (average)
Supply of stoneboulder (quarry) nominal size 225 mm (stack measurements reduced by 15%.
Supply of stone boulder (nallah) nominal size 225 mm (stack measurements reduced by 15%).
Supply of stone for masonry work (Quarry).
supply of stone for masonry work (nallah split).
supply of Soling stone.
Supply of Diesel
supply of Petrol
Supply of crate mesh.
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.
Hire charges of Generator 100 KVA/125 KVA.
Hire charges of pumpset of capacity 4000 litres/hour.
Engagement of hydraulic excavatr (Tyre mounted) incld cost of fuel and hire charges of operator Min. 08 Hours.
Engagement of hydraulic excavatr (chain mounted) incld cost of fuel and hire charges of operator Min. 08 Hours.
Providing of polythene sheet for lining for water proofing.
Providing of Plywood.
construction muthu bunds, comprising boulders and wood bushes in alternate layers: incld working in water situation.
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.
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.
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 soil :
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 soil :
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.
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material.
Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
Centring and shuttering incld. Srtutting, propping etc and removal of form for.
foundation , footings, bases of columns etc for mass concrete.
walls (any thickness) incld. Attached pilasters, butteresses, plinth and string courses etc.
suspended floors, roofs, landings, balconies and access platforms
columns, pillars, piers, abutments, posts and struts.
Edges of slabs under 20cm wide
Edges of slabs above 20cm wide
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.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) crushed.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed.
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) crushed
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.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) crushed.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed.
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) crushed.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) crushed.
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).crushed
Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded.crushed
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).
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (Welded).
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Slip Clearance
In ordinary soils disposal lead upto 50m and lift upto 1.5m.
In soils: mixed with moorum/Kankar/Shingle/boulders: disposal lead upto 50m nd lift upto 1.5m.
Slit clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively).
Providing and laying S&S Centrifugally Ductile Iron pipes conforming to IS:8329.
100mm dia Ductile iron class K-9pipes
150mm dia Ductile iron class K-9pipes
200mm dia Ductile Iron class K-9pipes
Providing and laying S&S Centrifugally cast (spun) iron pipes (class LA) conforming to IS:1536.
100mm dia. Pipe.
125mm dia. Pipe.
150 mm dia Pipe .
200 mm dia Pipe.
providing flanged joints to double flanged C.I/D.I pipes and specials incld testing to joints.
100 mm dia. Pipe
125 mm dia. Pipe
150 mm dia. Pipe
200 mm dia. Pipe
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work).
100 mm dia. Pipe nominal bore (medium).
150mm dia nominal bore (medium).
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.
100 mm dia. R.C.C. pipe.
150 mm dia. R.C.C. pipe.
250 mm dia. R.C.C. pipe.
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).
100 mm dia. Class II (L.M.R).
125 mm dia Class II (L.M.R).
150 mm dia. Class II (L.M.R).
200 mm dia. Class II (L.M.R).
Providing of Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm.incld. All carriages complete Job.
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).
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)
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level.
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:
Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry.
Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah.
12mm Cement plaster of mix
1 : 4 ( 1 cement : 4 fine sand)
1 : 6 ( 1 cement : 6 fine sand)
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).
1:4:8 or leaner mix (i/c equivalent design mix).
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.
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).
Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : (In cement mortar).
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).
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured).
Dismantling old protection work including cutting of crates and stacking of stones.
Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 meters.
Upto 150 mm diameter.
Above 150 mm diameter.
Surface dressing of the ground including removing vegetation an in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m lift 1.5m in all kind of soils.
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 dry.
Placing in Water.
Hand-packing stones in wire-crates; excluding cost of crates and stones.
Tipping stone-filled wire crates in position; including equipment charges.
Dumping stone excluding cost of stones in Horizontal on level.
Providing of UPVC pipes of required dia.
Greasing, oiling, overhauling of winch machines and gates of canals as per requirements (complete Job).
P/fitting of poplar wood planks, scants,ballies etc as directed by Engineer in charge complete Job.
P/Fitting of plain GI sheets 0.35 mm thick incld all carriages(complete job).
Roding of choked outlets of storage tanks incld cost of pipes/iron bars/other accessories required for completion of job.
Providing and fitting of winch machines for gates as directed by the engineer in charge.
Welding, including transportation of plant at site etc.complete Job.
By gas plant.
By electric plant.
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.
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. including cost of filling material complete job as per directions/satisfaction of Engineer in Charge.
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.
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.
Supply of.
Coarse sand zone III.
Fine sand zone IV.
Stone dust.
Earth.
Providing and laying of H.D.P.E pipes of required dia.(PN4) 4984/14151/12786/13488.(Complete job).
Refreshment for special occasion of District Adminstration .
Tea/Coffee
Tea with egg and samosa
Water
Veg Refreshmnet pack
Non veg refreshment pack
Mix dry fruit per serving 100gm
INTERIOR FINISHING White washing with lime to give an even shade on New Work (three or more coats)
EXTERIOR FINISHING Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
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
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): Second class Kail Wood
Providing and fixing of Sign boards
Tin Sign board
Electronic Sign board
Flex Sign Board
Flex Glow Sign Board
Extraction of Nallah boulders with least size of 225mm etc.
Carriage of material (Stone soling)
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
Carriage of material (Cement/Steel)
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
Carriage of material (Sand/20MM Aggregate)
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
Carriage of material (40 MM Aggregate)
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
Carriage of material (Crate (MT) Bricks(1000No.))
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
Carriage of material (EC bags 1000 No.)
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
Carriage of material (Earth)
upto 05 Kms.
Beyond 05 Kms upto 10 Kms.
Beyond 10 Kms upto 20 Kms.
Beyond 20 Kms.
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