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Tender For repairs to rasoi adjoining of radha ballabh temple, vrindavan distt mathura -supply of materials - supply of 1st quality well burnt unslaked lime in a sealed air tight bags including transportation lead, lift & stacking at site (rate including gst)., supply of sieved coarse sand (screened) obtained from dholpur/banas quarry free from lumps, dust, silt & organic impurities etc. including transportation lead, lift & stacking at site. (rate including gst)., supply of surkhi obtained from 1st class well burnt bricks including transportation lead, lift & stacking at site. (rate including gst)., supply of red sand stone including transportation lead, lift & stacking at site. (rate including gst)., supply of copper clamp including transportation lead, lift & stacking at site. (rate including gst)., supply of red oxide including transportation lead, lift & stacking at site (rate including gst)., supply of babul gum including transportation lead, lift & stacking at site. (rate including gst)., supply of belgiri including transportation lead, lift & stacking at site. (rate including gst)., supply of sheera/gur including transportation lead, lift & stacking at site. (rate including gst)., supply of white lime daliya including transportation lead, lift & stacking at site. (rate including gst)., supply of marble dust including transportation lead, lift & stacking at site. (rate including gst)., supply of batasa including transportation lead, lift & stacking at site. (rate including gst)., supply of color pigment including transportation lead, lift & stacking at site. (rate including gst)., supply of clay tiles including transportation lead, lift & stacking at site. (rate including gst)., supply of sal wood including transportation lead, lift & stacking at site. (rate including gst)., supply of brase flower including transportation lead, lift & stacking at site. (rate including gst)., supply of kunda janjeer including transportation lead, lift & stacking at site. (rate including gst)., supply of fevicol including transportation lead, lift & stacking at site. (rate including gst)., supply of brick ballast including transportation lead, lift & stacking at site. (rate including gst)., supply of lakhori bricks well burnt 1st quality of includijng transportation lead, lift & stacking at site. (rate including gst)., taking out of damaged & decayed lakhauri bricks very carefully to avoid any damage of adjoining structures including stacking of serviceable material & disposal of unserviceable material out of periphery of monument. (rate including gst)., removal of old damaged & decayed lime concrete manually/ by mechanical means and disposal of material within 50 meters lead as per direction of engineer- in-charge. (rate including gst)., taking out the old/ damaged/ broken wooden struts, karries including stacking within 50 meters lead as per direction of engineer-in-charge. (rate including gst)., providing sal wood beam/sleeper with chemical treatment including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete. (rate including gst)., providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25 c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete. the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23 c as 650/ 450n/ 5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150 c. cold
Tender For bid to ras custom bid for services-emergency repair/ replacement of header in kb line pump house under age e/m (west) of ge (west) agra-1 taking down supplying, fixing, testing and commission of ms header made out of heavy duty erw pipe of size 300 mm dia with end plates of 6 mtrs length with inlet connection 200 mm dia03 , and outlet connection 150 mm dia -03 nos on pcc pillars complete all as specified and directed. note:- all accessories like all fittings ( standard ms fittings with welded joint shall be used on the pipes) including tees, elbows, d-joint, reducer, union , flanges, rubber gaskets, gi nuts bolts, washer, including supporting/ fixing the pipe on floor/wall/ ceiling with clamps, hangers, angles with clamps, hangers, angles as per specification complete with two or more coats of synthetic enamel paint of approved make/ shade over one coat primer complete. 01 job 2 taking down and s&f ms pipe erw steel including specials, nominal 300 mm dia as per is 3589 (1981) thickness 5.4 mm. 3 taking down & s&f ms pipe erw steel including specials, nominal 200 mm dia as per is 3589 (1981) thickness 5.4 mm. 4 taking down & s&f ms pipe erw steel including specials, nominal 150 mm dia as per is 3589 (1981) thickness 5.4 mm. 5 taking down & supply, laying and jointing for the 100 mm bore on floor/wall, galvanized steel tubing medium grade including isi marked gi fittings, including cutting to reducing length, screwing and connecting with existing line including fix existing connection with required size of tee or ms clamp complete all as specified and directed 6 taking down & supply, laying and jointing for the 80 mm bore on floor/wall, galvanized steel tubing medium grade including isi marked gi fittings, including cutting to reducing length, screwing and connecting with existing line including fix existing connection with required size of tee or ms clamp complete all as specified and directed. 7 s&f in replacement 200 mm bore cast iron sluice valve both ends flanged pn-1.6 with iron wheel (isi marked including nuts, bolts, washer and 3 mm thick rubber insertion sheet complete all as specified and directed. 8 s&f in replacement 150 mm bore cast iron sluice valve both ends flanged pn-1.6 with iron wheel (isi marked including nuts, bolts, washer and 3 mm thick rubber insertion sheet complete all as specified and directed. 9 s&f in replacement 100 mm bore cast iron sluice valve both ends flanged pn-1.6 with iron wheel (isi marked including nuts, bolts, washer and 3 mm thick rubber insertion sheet complete all as specified and directed. 10 s&f in replacement 80 mm bore cast iron sluice valve both ends flanged pn-1.6 with iron wheel (isi marked including nuts, bolts, washer and 3 mm thick rubber insertion sheet complete all as specified and directed. 11 m&l for rendering 10 mm thick on fair faces of brick work or concrete surfaces of wall in cement mortar 1:6 complete all as specified and directed. 12 excavation with the help of jcb and labour charges.
Tender For corrigendum : estimate for the lining/relining of watercourse of outlet rd 626/51875-l of of raike feeder of raika khurd village by laying brick masonary
Tender For inviting rates for construction material supply for financial year 2025-26 - inviting rates for construction material supply for financial year 2025-26, boulder with spreading 0.75 to 20 c.m., fata with spreading rubble stone, soft murrom with spreading, hard murrom with spreading, bajra with spreading, course sand sand, fine sand barman sand, crusher stone duststone dust, 06 mm metal crushed. metal, 12 mm metal crushed. metal, 20 mm metal crushed. metal, 40 mm metal crushed. metal, 90 mm metal crushed. metal, flag stone 50 mm to 100 mm thick flag stone, flag stone 150 mm to 200 mm thick dasa, bricks (fly ash)8 x 4 x 4, bricks (local)9 x 4 x 3, half round r.c.c. pipe150mm dian.p.-2, half round r.c.c. pipe250 mm dian.p.-2, half round r.c.c. pipe300 mm dian.p.-2, half round r.c.c. pipe450 mm dian.p.-2, r.c.c. hume pipe300 mm dian.p.-3, r.c.c. hume pipe450 mm dian.p.-3, r.c.c. hume pipe600 mm dian.p.-3, r.c.c. hume pipe1000 mm dian.p.-3, r.c.c. hume pipe1200 mm dian.p.-3, r.c.c. cement pole2.40 m hight, r.c.c. cement pole3.0 m hight, barbed wire steel9.38 k.g. per 100r. m., wire mesh (steel)50x50 mm strengthing 4mm with nut bolt baser, angle iron all size mild steel, steel bar all size up to 25 mmmild & torsteel, winding wire, stainless steel febrication work with fixing labour charge, steel door & windows with all fittingsangel iron 30x30x5 mm flat iron 25x5 mm sheet 18 gauge, collapsible shutter with all fitting (steel), iron chamber/drain grill (complete spot fitting with labour), corrogated g.i. sheet0.63 mm0.63 mm, cement p.p.c. isi markisi mark 50kg beg, cement o.p.c. isi markisi mark 50kg beg, centring shutering with fitting and cartling below plinth level, centring/shutring with fitting & cartingabove plinth level, putty double coat with finishinglabour, roller machine with diesel & operetor, 16 to 18 mm thik plan white marble/green marble/zebra black marble/red marble, 25mm thick kota stone, 16 to 18 mm thick granite stone of any colour and shade, vetrified tiles60 x 60 cm 10mm thick 15:15622, glazed tiles300 x 300 mm 10 mm thick 15:15622, tiles / marble fitting labour charge, pvc floor carpet, w.c. 580 x 440 mm with footrest & p-trap with fittingodisa petarn, w.c. european type with fittingisi marked white solid plastic seat and lideuropean type, w.c. european type with fittingisi marked black solid plastic seat and lideuropean type, chequr tiles with fitting18 to 20mm thick ordnory cement, m.s. tube steel frame febrication work including all fitting labour charge, m.s. angle steel frame febrication work including all fitting labour charge, providing and laying cement concrete m20 grade work with required & equipmentlabour, aluminium fram work complete (glass/acp sheet/grill), hydra machine, poclain machine, water proofing treatment on roofs of slab by cement slurry mixed with water proofing compound complete, wall painting with plastic emulsion paint of approved paint, removing white or colour wash by scrapping and sand papering complete, distempring with oil bound distamper water proof paint complete, repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq mm including cutting the patches in propper shape, providing & fixing granite bhumipujan / lokarpan patthar with photo and writing work complete, providing and fixing on wall wallpaper complete, providing and fixing 12 mm toughened glass with accessories labour fitting complete, providing ply 19 mm thick, providing and fixing mica sheet complete, providing carpentar for furniture work, providing and fixing 60 mm thick paver block 30 n/sqmm, brick masonary work with open bhatta complete, statue colour paint complete, water proofing treatment on roofs of slab by asian paint, indigo, etc with water proofing compound 3 layer with crakseal, putty, labuar complete, pvc pipe 3 inch dia 4kg/cm2, marble chips flooring completed work with material labour, pvc pipe 3 inch dia 4kg/cm2 elvo
Tender For ebid for bardana nursery items and field article - laying and jointing pvc pipe. heading, brick work in c.m 1:5 mix including all labour charges etc complete, brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete, plastering in c.m 1:5-12 mm thick with including cost and conveyance of all materials and including all labour charges etc complete
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/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
Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 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, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, 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 reinfo