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Tender For corrigendum : supply of roof sheet and wall cladding 0 point 60 mm thick , puff panel 60 mm thick as in wall , puff panel 40 mm thick as in ceiling , hollow iron , angle or flat iron , nut and bolt , earthing , lightening arrester , fire extinguisher 2kg , window , sealing material silicon tube 200 gm , ordinary portland cement grade 43 , coarse sand , stone aggregate shall be crushed stone 10mm graded , stone aggregate shall be crushed stone 20mm graded , vitrified tiles matt finish 10 or 12mm thick , stone aggregate shall be crushed stone 40mm graded , stone aggregate shall be crushed stone not exceeding 63mm , 18 watt led tube rod and all neccessary fittings , bulk head housing with led bulb 9 watt , switch 5 amp piano flush type , switch piano flush type 15 amp with socket multi purpose 5 and 15 amp piano type with gang box , ceiling rose of three terminals , pvc square block , conduit pipe 25mm dia with all fittings , pvc flexible pipe 25 mm inch , pvc t bend 25 mm dia , pvc l bend 25 mm dia , clamps for conduit pipe 25 mm dia , gang box 5 switches 5 amps , sds 2 point 5 inch with full thread , sds 1 point 5 inch with full thread , screw full threaded half inch 200 nos , screw full threaded 1 inch 200 nos , wire pvc single core1 sqmm , wire pvc single core 1 point 5 sqmm , wire pvc single core 2 point 5 sqmm , mcb 6 amp sp , mcb 16 amp sp , isolator 63 amp dp , insulation tape 25mm width of 9 mtr long , distribution board 12 way
Tender For supply of material for roads under jurisdiction of c12 sub division ch to maintenance of roads under c12 sub division chandigarh - supply and carriage of crushed hand broken stone metal 53-22.4mm gauge duly screened and stacked at dump site from an approved quarry from hand, durable, tough stone of uniform texture having angular shape and low water absorption, free from flats, elongated, soft, disintegrated particles and confirming to grading 3 as specified in table 400.7 of mort&h specification for road and bridge works (vth revision) and to the entire satisfaction of the engineer-in-charge., supply and carriage of crushed aggregate (screening) 11.2mm size stacked at dump site from any approved quarry from hard, durable, tough stone of uniform texture having angular shape and low water absorption, free from flats, elongated, soft, disintegrated particles and other deleterious material conforming to physical requirement laid in table 400.6 and confirming to grading as specified in table 400.7 of mort&h specification for road and bridge works (vth revision) and to the entire satisfaction of the engineer-in-charge., supply and carriage binding material i.e. screen/stone dust passing through 2.36mm sieve and retained on 75 micron sieve as per mort&h specification duly stacked complete in all respects to the entire satisfaction of the engineer-in-charge., supply and carriage fine sand (zone iv) best quality stacked at dump site from any approved quarry and free from vegetable matter, lumps or balls of clay and other deleterious substances as per mort&h specification and to the entire satisfaction of the engineer in charge.
Tender For construction of eco park in kilarahatti village office premises - killwater tanker, killgenerator 100 kva, killwet mix plant (pug mill), killlaboratory asst. (sslc passed)/mate/supervisor, killwater, killgrit / stone dust, killfine aggregate/crushed sand 2.36 mm, killfine aggregates 10mm, killcoarse aggreages 12 mm, killgranite metal 20 mm, killgranite metal 40 mm, killover head & other miscellaneous charges, killadd watering charges at 1 on labour, killadd sundries charges at 1 on labour
Tender For bid to ras bid to ras supply of aggregate - m sand confirming to is 383-2016 specification for coarse and fine aggregates free fromadherent as per tech att , aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to relevant is and as per tech spec , aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to relevant is and as per tech spec , ms binding wire 0.9mm as per tech spec , rapidite quick setting liquid as per tech spec
Tender For supplying and stacking various types of building, roads & other construction materials, at various places of taluka kathlal under taluka panchayat, kathlal under mgnrega (2025-26) (annual unit rate) second - cement (isi 53 grade opc), white cement, coarse sand, coarse sand 5.0k.m., coarse sand 05k.m. -10 k.m., coarse sand 10k.m. -15 k.m., coarse sand 15k.m. -25 k.m., coarse sand 25k.m. -50 k.m., coarse sand 50k.m. -100k.m., fine sand, fine sand 5.0k.m., fine sand 05k.m. -10 k.m., fine sand 10k.m. -15 k.m., fine sand 15k.m. -25 k.m., 2 fine sand 5k.m. -50 k.m., fine sand 50k.m. -100k.m., brickaggregate 40mm size, brickbats20mm, common burnt clay bricks conventional size, flyashbrick, hand broken stone aggregate 25mm size to 90mm size., hand broken stone aggregate 25mm size to 90mm size.5.0k.m., hand broken stone aggregate 25mm size to 90mm size 05k.m. -10 k.m, hand broken stone aggregate 25mm size to 90mm size 10k.m. -15 k.m., hand broken stone aggregate 25mm size to 90mm size 15k.m. -25 k.m., hand broken stone aggregate 25mm size to 90mm size 25k.m. -50 k.m., hand broken stone aggregate 25mm size to 90mm size 50k.m. -100k.m., hand broken stone aggregate 40 mm size to 63mm size., hand broken stone aggregate 40 mm size to 63mm size.5.0k.m., hand broken stone aggregate 40 mm size to 63mm size.05k.m. -10 k.m., hand broken stone aggregate 40 mm size to 63mm size.10k.m. -15 k.m., hand broken stone aggregate 40 mm size to 63mm size.15k.m. -25 k.m., hand broken stone aggregate 40 mm size to 63mm size.25k.m. -50 k.m., hand broken stone aggregate 40 mm size to 63mm size.50k.m. -100k.m., crushed stone aggregate for hard quality10 to 20mm size, crushed stone aggregate for hard quality10 to 20mm size 5.0k.m., crushed stone aggregate for hard quality10 to 20mm size 05k.m. -10 k.m., crushed stone aggregate for hard quality10 to 20mm size 10k.m. -15 k.m., crushed stone aggregate for hard quality10 to 20mm size 15k.m. -25 k.m., crushed stone aggregate for hard quality10 to 20mm size 25k.m. -50 k.m., crushed stone aggregate for hard quality10 to 20mm size 50k.m. -100k.m., crushed stone aggregate for hard quality 40mm size, crushed stone aggregate for hard quality 40mm size 5.0k.m., crushed stone aggregate for hard quality 40mm size 05k.m. -10 k.m., crushed stone aggregate for hard quality 40mm size 10k.m. -15 k.m., crushed stone aggregate for hard quality 40mm size 15k.m. -25 k.m., crushed stone aggregate for hard quality 40mm size 25k.m. -50 k.m., crushed stone aggregate for hard quality 40mm size 50k.m. -100 k.m.
Tender For mgsy/25-26/teghra/02 - construction of h.l rcc bridge ( 6 x 18.75 m) over river balan in between pwd road to mujahidpur ( maheshpur- gehuni ghat per balan nadi par pul ) under bhagwanpur block in the district of begusarai, excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, c) lateral load test, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf qty = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, 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 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., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as
Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, 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 diasmeter all complete job as per specifiactions and direction of e/l, 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 reinforced concrete pile head complete as per drawing and 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 m30 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 height, 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. elastomeric bearing & pad, 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 full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concre
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 corrigendum : fabrication and supply of security post e e - fabrication and supply of security post of size of 2 point 44 m x 1 point 86 m and 2 point 8 m clear height from ffl to false ceiling as per drawing attached , distribution box 4 way double door spn comma 240 volts copper bus bar and neutral link earthing stud conforming to is 13032 and is 8623 double door type make havells oblique legrand oblique l and t , mcb 16 amp sp with cover make havells oblique standard oblique indonesian , mcb 32 amp dp with cover make havells oblique standard oblique indonesian , insulation tape 2 cm width 10 mtr long isi marked make steelgrip oblique anchor oblique cona , pvc insulated cable 1 point 5 sqmm copper conductor unsheathed conforming to is 694 1990 make havells oblique plaza oblique anchor , pvc insulated cable 2 point 5sqmm copper conductor unsheathed conforming single core , pvc insulated unarmoured cable 10 sqmm 2 core aluminium conductor with 3 mm dia gi wire and round type insulated make havells oblique plaza oblique anchor , pvc capping casing 25mm x 16mm make plaza oblique sahil oblique cona , switch socket combination 5 oblique 15 amps 3 pin box type make anchor oblique cona oblique plaza , 18 oblique 20 watt led tube light with complete fitting make havells oblique anchor oblique plaza oblique crompton oblique bajaj , screw full threaded 1 oblique 2 inch per pkt 100 nos , switch piano type 5 oblique 6 amps one way switch isi marked make anchor oblique cona oblique plaza , pvc t for casing capping , pvc l bend for casing capping , ceiling fan 1200mm sweep with regulator comma hooks comma clamps and complete fittings make usha oblique bajaj oblique khaitan , pvc ceiling rose make anchor oblique cona oblique plaza , pvc gang box 3 switches 5 amp make anchor oblique cona oblique plaza , pvc gang box 1 switches 5 amp make anchor oblique cona oblique plaza , pvc square block 4 inch x 4 feet , lightning conductor shall be provided with aluminium rod of 12mm dia 300mm long aluminium down conductor 25mmx3mmx6m gi earth plate of size 600x600x6mm , ordinary portland cement 43 gradeconfirming to is 8112 in 50 kgs hdpe bags make ambuja oblique acc comma ultratech , fine aggregate sand of best quality confirming to is 383 1970 , crushed stone aggregate 20mm grade confirming to is 383 1970 , crushed stone aggregate 40mm grade confirming to is 383 1970 , hard core stone aggregate not exceeding 63 mm , well burnt common building bricks of sub class b of size 23 x 11 point 5 x 7 point 5 cm conforning to is 2212 1991 , non skid ceramic tiles 400 x 400 x 7 to 8 mm thick qty 36 nos make somany oblique kajaria oblique orient bell , bitumen for expansion joint of plinth protection , cement based paint make indigo oblique berger oblique nerolac , primer for cement plaster surfaces make dulux oblique berger oblique nerolac , m s flat 35 x 3 mm wind tie tata oblique sail oblique accil oblique jindal oblique apl apollo oblique authorised manufacture oblique dealer //bid details 2 / 30