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Tender For balance work of construction, testing and commissioning of r.c.c. elevated service reservoir of 100 kl capacities & staging 12 mt. & 25 kl capacities gsr at manpur including providing and fixing of ci double flange pipe, double flange specials & di double flange soft seated sluice valve including construction of suitable r.c.c. valve chamber & providing, laying, jointing, interconnection, testing and commissioning of 90/110/140/160 mm dia upvc class 6/10 kg/sqcm pipe, 63/75 mm dia class 6 kg/sqcm hdpe pipe with suitable joints, valve specials and all fittings including all allied civil works, supplying & installation of energy efficient isi marked required capacity single phase, 50 hz, 220v, deep well submersible pump stainless steel body, suitable for 4"/6" tube well with control panel starter suitable for submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, ss/nylon wire rope connection cable including electric connection from cspdcl, construction of brick masonry switch room , construction of boundary wall around the over head tank, installation of electro chlorinator, construction of chlorinator room, providing functional household tap connection (f.h.t.c) in individual households and government institution etc. complete with 03 months trial run, operation & maintenance for 06 months under single village of piped water supply scheme under jal jeevan mission for village manpur bhaisbod sudiyal block manpur district- mohla manpur a.chowki
Tender For balance work of construction, testing and commissioning of r.c.c. elevated service reservoir of 70 kl capacities & staging 12 mt. at goplinchuwa & 40 kl capacities & staging 12 mt. at kaudutola including providing and fixing of ci double flange pipe, double flange specials & di double flange soft seated sluice valve including construction of suitable r.c.c. valve chamber & providing, laying, jointing, interconnection, testing and commissioning of 90 mm dia upvc class 6/10 kg/sqcm pipe, 63/75 mm dia class 6 kg/sqcm hdpe pipe with suitable joints, valve specials and all fittings including all allied civil works, supplying & installation of energy efficient isi marked required capacity single phase, 50 hz, 220v, deep well submersible pump stainless steel body, suitable for 4"/6" tube well with control panel starter suitable for submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, ss/nylon wire rope connection cable including electric connection from cspdcl, construction of brick masonry switch room , construction of boundary wall around the over head tank, installation of electro chlorinator, construction of chlorinator room, providing functional household tap connection (f.h.t.c) in individual households and government institution etc. complete with 03 months trial run, operation & maintenance for 06 months under retrofitting of piped water supply scheme under jal jeevan mission for village goplinchuwa karamtara kaudutola block a.chowki district- mohla manpur a.chowki
Tender For supply of steel roofing through - bullet resistant glass 2 ft x 1 ft size 65mm thick as per tech spec att , steel roofing trough of size 1270 x 613 x 180mm made out of 2mm thick as per tech spec att , ismb 150 rsj 150 x 75mm 4.5 mtr long conforming to relevant is , xlpe insulated pvc seathed heavy duty armoured multi core cable 16 sqmm 2 core aluminum conductor , anti missile screen of size 2.00 x 0.90m made of frame of ms angle iron 50 x50x 6mm. . , gabionbasket units of size 3.0mx1.0mx1.0m made with double twisted hexagonal shaped steel woven wire mesh , aggregate 40mm , gi wire mesh crate box type size of mesh box 2000 x1000x1000mm as per tech spec att , rotational moulded poly-ethylene water storage tank 500 ltrs capacity tripple layer , rotational moulded polyethylene water storage tank double layer cylindrical vertical tank 1000 ltrs capacity , rotational polyethylene water storage tank cylindrical vertical tanks 2000 ltrs capacity tripple layer , portable high head water pump honda or kirloskar with a vertical delivery head of more than 750 mtr , brick sub class b , 0.60mm thick ppgi sheet of size 4270mm x 1000mm for roof at entrance , 110 mm dia pvc swr junction single single -t equal or unequal , 110 x 110mm nahani trap with jali. , 110mm dia upvc single tee as per tech spec , 110mm dia upvc pipe 3 mtr long sungle socketed with cowl , 20mm dia pillar taps of ptmt of any colour high pressure screwed for iron pipe. , 20mm union suitable for 20mm pp-r pipes conforming to is 1239 - 1989. , 20mm elbow suitable for ppr pipe conforming to is 1239-1989. , 20mm equal tee suitable for pp-r pipe conforming to is 1239 - 1989. , 20mm socket suitable for pp-r pipes conforming to is 1239-1989. , 25mm elbow suitable for 25 mm dia pp-r pipe , 25 mm socket suitable for 25 mm dia pp-r pipe , 25 mm eual tee suitable for 25 mm dia pp-r pipe , 25 mm union suitable for 25 mm pp-r pipe , 32 mm elbow suitable for 32 mm dia ppr pipe , 32 mm socket suitable for 32 mmdia pp-r pipe , 32 mm equal tee suitable for 32 mm dia pp-r pipe , 32 mm union suitable for 32 mm dia pp-r pipe , 20mm dia pillar taps of ptmt , 3 layer pp-r polypropylene random copolymer pipes sdr 7.4 uv stablised and 20 mm dia thickness of wall 2.20 conforming to is 1239-1989 , 4 inch dia pvc tee as per tech spec , 4 inch dia upvc bend as per tech spec , acrylic sheet, size of 4 ftx 3ftx4mm thickness as per tech spec , acrylic sheet size of 6 ft x4ftx 4mmthickness as per tech spec , adopter 8mm for drill machine , adopter 10 mm for drill machine , aluminium strip 25 x 3mm , angle holder with skirt obr white or black confirming to is 1258- 2005 , antina copper rod , brass bib cock 20mm with flange confirming to is 8931 - 1978 , cgi sheet 6 ft x 3 ft x 0.63mm thick , cgi sheet of size 10ft x 3 ft x 0.63mm thick as per tech spec , cgi sheet of size 12 ft x 3ft x 0.63mm thick as per tech spec , cgi sheet of size 8ft x 3 ft x 0.63mm thick as per tech spec , chemical earthing compound 25 kg , ply wood grade bwp of size 6 ft x 3ft and 12mm thick , ply wood grade bwp of size 6 ft x 4ft and 6mm thick , ply wood grade bwp of size 8 ft x 4 ft and 12mm thick , ply wood 8 ft x 4 ft and 6mm thick , ply wood grade bwp of size 8 ftx 4 ft x19mm , ppgi sheet 6 ft x 3 ft x 0.63mm thick of combat pattern colour , ppgi sheet of size 10 ft x 3 ft x 0.63mm thick of combat pattern , ppgi sheet of size 12 ft x 3 ft x 0.63mm thick of combat pattern , ppgi sheet of size 8 ft x 3 ft x 0.63mm thick of combat pattern , synthetic enamel paint colour black in 20 ltr container ist quality conforming to is-2932-2003 , synthetic enamel paint colour brown in 20 ltr container ist quality conforming to is-2932-2003 , synthetic enamel paint colour golden brown in 20 ltr container ist quality conforming to is-2932-2003 , synthetic enamel paint colour olive green green in 20 ltr container ist quality conforming to is-2932-2003 , synthetic enamel paint colour red in 20 ltr container ist quality conforming to is-2932-200
Tender For at chainage 12-400, 24-300, a gabion structure is proposed for the retaining wall, as these places have water oozing. provisions for earth work, cc, m20, rcc m25, weep holes, back filling, and random rubble masonry wall are included
Tender For corrigendum : construction of ucr masonry wall for revetment work of location no.110 of 66kv shivlakha-samkhiyali tap adhoi line and location no.118 of 66kv shivlakha-rapar line, h-frame foundation under samkhiyali tr division under tr circle anjar
Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, 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 s
Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 km., h.l. bridge work, foundation, 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., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), 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., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, 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 weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp
Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, 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 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 m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m 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 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 concrete approach slab including