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Tender For procurement of various materials for the new construction of cc drainage and others works under nrega scheme in andalagi gp limit phase 3 - add 2 4% centering charges (since centering area increased) andalagi0, add watering charges at 1 % on material andalagi0, add watering charges at 1% on labour andalagi0, painter class i andalagi0, add brush, putty, sand paper at 2% on cost of paint andalagi0, water proofing cement paint andalagi0, add providing and removing scaffolding at 3% on labour andalagi0, burnt bricks class 35 (non modular) andalagi0, mason class ii (with tools) andalagi0, hom of vibrator 0.71 days andalagi0, plasticizer / super plasticizer andalagi0, add handling, loading and unloading at 2% on material andalagi0, silver oak or equivalent planks 38 mm thick andalagi0, jungle wood runners and planks andalagi0, binding wire andalagi0, tmt bars fe 500 andalagi0, add handling, loading and unloading at 1% on material andalagi0, casurina poles 100 - 150 mm andalagi0, boulders andalagi0, size stone 20 x 20 x 25 cms andalagi0, mixer (concrete small used in culvert) andalagi0, bond stone 20 x 20 x 45 cm andalagi0, rubble stones andalagi0, add watering charges at 1% on material andalagi0, mixer (concrete) - 1 cum capacity andalagi0, portland cement andalagi0, coarse sand (zone iii) andalagi0, broken stone aggregate 12 mm to 10 mm size andalagi0, broken stone aggregate 20 mm size andalagi0, broken stone aggregate 40 mm size andalagi0
Tender For supply of materials and machinery for rennovation of public drinking water open well near govt dhoni nala at telsang villege of athani taluk - providing and fixing m.s. gate as per chief architect drawing, using 50mm x 50mm 14 guage m.s.hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm squarerods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm m.s. flats for horizontal member andat the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete. all thesteel surface should be thoroughly cleaned free of rust etc, providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangularpoles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottomas required including cost of all materials, labour, lead and lifts and as per the directions of the engineer-in-charge ofwork including two coats of approved quality paint over one coat of shop paint, supplying and fixing m.s. rectangular poles made out of 2 equal angles of 65x65x6 mm weldedtogether and fixed in cc with 2 nos 16mm dia m.s. hold fast rods each of length 25 cms. including cost ofall materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts andas per the directions of the engineer-in - charge of the work and including providing 2 coats of approved quality paintover one coat of shop painting etc, fabricating, supplying and erecting m.s. tubulartruss of all span with prefabricated steel applicationsusing quality material and are durable reliable and corrosion abbrasion resistant. welding shall conform to lateststructural welding code. quality shall be on various parameters like shape , size, design guage and polish. the entiretruss is achored in rcc cloumn by using four numbers of achor bolts at each support with 10 mm thick base plateand shoe plate. the work includes cutting , etc, atn9 hom of vibrator 0.71 days, atn8 plasticizer / super plasticizer, atn7 mixer (concrete) - 1 cum capacity, atn6 portland cement, atn5 broken stone aggregate 12 mm to 10 mm size, atn4 broken stone aggregate 20 mm size, atn2 coarse sand (zone iii), atn12 centering, shuttering, strutting, propping etc, atn11 binding wire, atn10 tmt bars fe 500
Tender For supply of for material for nrlm shed work site at karur gp under mgnrega scheme - tmt bars fe 500_ nrlm work site at karur gp, portland cement_ nrlm work site at karur gp, ceramic tiles 30 x 30 cms_ nrlm work site at karur gp, reeded glass 3 mm thick_ nrlm work site at karur gp, vitrified tiles 600x600 mm_ nrlm work site at karur gp, white cement_ nrlm work site at karur gp, cast iron spike_ nrlm work site at karur gp, anchor bolts 750mm_ nrlm work site at karur gp, solid concrete blocks 40 20 20 cms 5 n sqmm_ nrlm work site at karur gp, chlorinated polyvinyl - chloride (cpvc) pipe 25 mm outer dia_ nrlm work site at karur gp, pvc pipes 10kgf / sqcm 90mm outer dia_ nrlm work site at karur gp, teak wood beading 20 x 20 mm_ nrlm work site at karur gp, casurina poles 100 - 150 mm_ nrlm work site at karur gp, tools and plants at 2% on material_ nrlm work site at karur gp, tools & plants and electrical charges at 2%_ nrlm work site at karur gp, add brush at 1% on cost of paint_ nrlm work site at karur gp, add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint_ nrlm work site at karur gp, add white lead paint, gasket, cement, sand for making good the wall and floor at 2% on material_ nrlm work site at karur gp, add cement sand and grit 1% on material_ nrlm work site at karur gp, add 5% for fittings and wastage charges_ nrlm work site at karur gp, handling loading and unloading 3% on material_ nrlm work site at karur gp, labour charges for lifting and placing in position and making connection at 7% on material_ nrlm work site at karur gp, add brush, putty, sand paper, roller at 5% on cost of paint_ nrlm work site at karur gp, add brush, putty, glue at 5% on cost of paint_ nrlm work site at karur gp, add 15% wastage_ nrlm work site at karur gp, add 5% wastage charges_ nrlm work site at karur gp, add cutting and other wastage 5%_ nrlm work site at karur gp, add providing and removing scaffolding at 3% on labour_ nrlm work site at karur gp, add handling , loading and unloading at 1% on material_ nrlm work site at karur gp, add handling , loading and unloading at 2% on material_ nrlm work site at karur gp, add watering charges at 1 % on material_ nrlm work site at karur gp, enamel metal paint_ nrlm work site at karur gp, ready mix primer paint (ready mix red lead paint)_ nrlm work site at karur gp, polyenthylene water storage tank of specified capacity l_ nrlm work site at karur gp, enamel paint_ nrlm work site at karur gp, dry distemper_ nrlm work site at karur gp, binding wire_ nrlm work site at karur gp, plasticizer / super plasticizer_ nrlm work site at karur gp, ms plates 40 x 6 mm _ nrlm work site at karur gp, ms square rod 16 x 16 mm _ nrlm work site at karur gp, ms plate 12 mm x 6 mm _ nrlm work site at karur gp, base plate / base plate_ nrlm work site at karur gp, gusset plates 6 mm thick_ nrlm work site at karur gp, ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre_ nrlm work site at karur gp, ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at 4.5 kg per metre_ nrlm work site at karur gp, whitening_ nrlm work site at karur gp, hom of cutting and grinding machine - 1_ nrlm work site at karur gp, mixer (concrete small used in culvert)_ nrlm work site at karur gp, add_ nrlm work site at karur gp, unit cost as per the specification_ nrlm work site at karur gp, lead or pvc connection pipe 32mm dia (for wash basin)_ nrlm work site at karur gp, c.i. / m.s. brackets for flushing cistern_ nrlm work site at karur gp, brass stop cock_ nrlm work site at karur gp, cp brass waste 32 mm of standard pattern_ nrlm work site at karur gp, cp brass chain with plug_ nrlm work site at karur gp, copper plated brass piller tap 15mm_ nrlm work site at karur gp, white vitreous china clay flat back wash basin size 550x400mm_ nrlm work site at karur gp, vitreous china orrisa type w.c. pan size 580 mm_ nrlm work site at karur gp, mechanic class ii/mechanic hmp grade i/eme grade_ nrlm work site at karur gp,
Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design beyond 5 m and upto 10m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the fu
Tender For for the procurement of school compound work cuntsruction of various materials gp uppanasi - display board / cib_1upi, lumpsum material_1upi, painter class i_1upi, add brush, putty, sand paper at 2 percentage on cost of paint_1upi, water proofing cement paint_1upi, add providing and removing scaffolding at 3 percentage on labour_1upi, add handling , loading and unloading at 1 percentageon material_1upi, casurina poles 100 to 150 mm_1upi, brick_1upi, add formwork at 4 percentage out of material and labour_1upi, mason class i (with tools)_1upi, broken granite metal 10 mm_1upi, granite metal 20 mm_1upi, granite metal 40 mm_1upi, mixer (concrete small used in culvert)_1upi, bond stone 20 x 20 x 45 cm_1upi, rubble stones_1upi, add watering charges at 1 percentage on material_1upi, mixer (concrete) 1 cum capacity_1upi, portland cement_1upi, coarse sand (zone iii)_1upi, broken stone aggregate 12 mm to 10 mm size_1upi, broken stone aggregate 20 mm size_1upi, broken stone aggregate 40 mm size_1upi
Tender For supply of supply of combined toilet bathroom : : - stores for combined toilet bathroom including structure purlin column door window and false ceiling as per given drawing and product specification at lalgarh jattan , supply of stores of building material for combined toilet bathroom as per given product specification at lalgarh jattan , supply of electrical items and earthing and external electrification for combined toilet bathroom as per given product specification at lalgarh jattan , supply of stores for plumbing and sanitary items for combined toilet bathroom as per given product specification at lalgarh jattan , supply of stores of soakage well and water tank staging and material for saptic tank for combined toilet bathroom as per given product specification at lalgarh jattan
Tender For mgsy/25-26/gopalganj-1 /01 - high level bridge across river on barai patti to niranjana janewali path me dhawast screw pipe pul ke asthan par new pul nirman in block - gopalganj , rwd division gopalganj-1 , district - gopalganj , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design beyond 5 m and upto 10m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to th
Tender For supply of scaffolding material : : - vertical pipe , horizontal pipe , m s scaffolding board size 2465mm x 295m , angular transom sockets , staircase 9 steps 2500 m x 2000m , diagonal bracing tube 2500 mm , hop up bracket 2 board , hop up bracket 3 board , hop up bracket 4 board , toe board 2_5 mm , toe board 1_25 mm , fixed base plate , adjustable base plate , pipe securing double coupler swivel