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Tender Value

Central Government/Public Sector

CTN :41075561 Due date: 05 Aug, 202505 Aug, 2025 NA
Tender For supply of epoxy paint mint green ral 6029 , epoxy paint yellow orange ral 2000 , epoxy paint pebble grey ral 7032 , epoxy paint light blue ral 5012 , epoxy paint sky blue ral 5015 , epoxy thinner suitable for above paints as per purchase

State Government

CTN :41082885 Due date: 22 Jul, 202522 Jul, 2025 NA
Tender For supply of material under mgnrega 2025-26, cd block polosang - cd-block, polosang, cement (53 grade), spade, shovel(agree/tata), head pan, hammer 2kg, hammer 5kg, digging bar (jumple), nail in kg, u-nail in kg, koroni, syntex 2000 ltrs, first aid box, angle iron post (50mmx50mmx6mm thickness, handsaw, cib(brass & paint items yellow, black colours), cgi sheets 0.45 mm 10ft, dao, tarpaulin (18x15), bending wire, gi barbed fencing wire 12 gauge in coil, steel bar 8mm, 10mm, 12mm, brick, rubber boots standard size, measuring tape, timber in cefti, sand in cum, aggregate 20 mm, 30mm in cum

State Government

CTN :41082887 Due date: 22 Jul, 202522 Jul, 2025 NA
Tender For supply of material under mgnrega 2025-26, cd block sarli - cd-block, sarli, cement (53 grade), spade, shovel(agree/tata), head pan, hammer 2kg, hammer 5kg, digging bar (jumple), nail in kg, u-nail in kg, koroni, syntex 2000 ltrs, first aid box, angle iron post (50mmx50mmx6mm thickness, handsaw, cib(brass & paint items yellow, black colours), cgi sheets 0.45 mm 10ft, dao, tarpaulin (18x15), bending wire, gi barbed fencing wire 12 gauge in coil, steel bar 8mm, 10mm, 12mm, brick, rubber boots standard size, measuring tape, timber in cefti, sand in cum, aggregate 20 mm, 30mm in cum

State Government

CTN :41082891 Due date: 22 Jul, 202522 Jul, 2025 NA
Tender For supply of material under mgnrega 2025-26, cd block nyapin - cd-block, nyapin, wire rope 16mm, wire rope 10mm, gi u-bolt 16mm, gi-u-bolt 10mm, saplings, tarpaulin (15x12), binding wire, pick axe, barbed wire, fencing, spade, jumper, shoval, local dao, tagari, gum boot, raincoat, syntex 1000 ltrs, wc pan (indian), pvc pipe 25mm, cgi sheet 0.45mm 10ft, brick, ms rod 8mm & 12mm, plastic bucket 20ltrs, cib, hammer 2kg, ms rod 10mm, cement (53 grade), fine sand, aggregate, local wood, shuttering plywood 12mm 4x8, korni, nails, u-nails, plastic mug

CTN :41082911 Due date: 22 Jul, 202522 Jul, 2025 10.10 Crore
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

CTN :41082914 Due date: 22 Jul, 202522 Jul, 2025 4.44 Crore
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

Corporations And Associations And Others

CTN :41083753 Due date: 22 Jul, 202522 Jul, 2025 4.98 Lacs
Tender For supply of material for day to day maintenance work in area by providing brick coarse sand, stone aggregate 10mm ns, manhole, gully grating, rcc slab paint etc. at store under the jurisdiction of ward no.92 punjabi bagh/wz. - description/ item, supply & stacking coarse sand at municipal store, supply and stacking of stone aggregate 10-20 mm nominal size at municipal store, supply and stacking of common brunt clay fps bricks of class designation 7.5 at mpl store, supply of rcc slab grating 70mm thick manufactured with cc 1:2:4 reinforced with 96kg/cum of rcc i/c tapping all four side with ms sheet 1.6 mm thick (drain cover with or without holes (drain cover with or without holes) at mpl store., supply of rcc slab grating 100mm thick manufactured with cc 1:2:4 reinforced with 96kg/cum of rcc i/c tapping all four side with ms sheet 1.6 mm thick (drain cover with or without holes (drain cover with or without holes) at mpl store., supply of stacking of precast rcc 560mm dia circular manhole cover/frame (ehd-35) at mpl store, supply and stacking of synthetic enamel paint (different colour) at mpl store, supply of precast rcc grating cover & frame 500x450mm horizontal at mpl store

CTN :41067144 Due date: 22 Jul, 202522 Jul, 2025 8.85 Crore
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

CTN :40974279 Due date: 16 Jul, 202516 Jul, 2025 NA
Tender For bid to ras bid to ras supply of superstructure of field flush latrine ffl 03 x set of size 3.6 m x 1.20 m x2.50 m height shall be supplied as per technical specification and drg , supply of fabricated modified water tank staging over exising ffl structure as per technical specification and drawing , construction material for field flush latrine ffl 03 x set of size 3.6 m x 1.20 m x2.50 m height shall be supplied as specified in tech specification. , cement opc 43 grade packed in hdpe bag each 50 kg wt , coarse sand free from vegetation , coarse aggregate 20mm graded , coarse aggregate 40mm graded , coarse aggregate 40-63mm graded , stone for rr masonary less than 6 inch , water proofing compound conforming to is 2645-2003 make pidilite or dr fixit or fevicol , mild steel bars of size 6 to 8mm dia conforming to is 432 part i 1982 make tata or sail or jsw , mild steel bars of size 10 mm and above dia conforming to is 432 part i 1982 make tata or sail or jsw , ms binding wire 0.9 mm dia , wooden plank for shuttering lind class wood of size 3.0x0.30x0.26 , nails various sizes , construction material for soakage pits cement opc 43 grade packed in hdpe bag each 50 kg wt , bricks sub class b , brick bats , pvc pipe 110 mm dia each 3 mtr long make prince or finolex or supreme , pvc pipe 75 mm dia each 3 mtr make prince or finolex or supreme , pvc cowl 75mm dia make prince or finolex or supreme , ms binding wire , pvc socket 110 mm dia make prince or finolex or supreme or pkt , quick setting compund make pidilite or dr fixit or fevicol or equivalent , pvc bend 90 degree 110 mm make prince or finolex or supreme or pkt , br items for field flush latrine ffl 03 x set of size 3.6 m x 1.20 m x2.50 m height shall be supplied as specified in tech specification. , iwc of vitreous china squatting pan orissa pattern of size 580mmx440mm dark coloured with p or s trap , pvc flushing cistern , bib cock long spout brass chromium plated 15 mm weight not less then 330 gm make ess ess or prayag or johnson suisse , pvc connection 45 cm long 15 mm make supreme or johnson suisse or famingo , 2000 ltrs anaerobic frp or lldpe septic tank , ppr pipe 32mm dia make sfmc or finolex or supreme , ppr pipe 20 mm dia make sfmc or finolex or supreme , ppr socket 20mm dia make sfmc or finolex supreme , ppr elbow 90 degree 32 mm make sfmc or finolex or supreme , ppr female thread socket 20mm dia make sfmc or finolex or supreme , ppr female thread 90 degree elbow 20 mm. make sfmc or finolex or supreme. , ppr female thread tee 20 mm dia make sfmc or finolex or supreme , ppr plain tee 32 mm dia make sfmc or finolex or supreme , ppr reducer tee 32mm x 20mm x 32mm dia make sfmc or finolex or supreme , ppr union 32 mm dia make sfmc or finolex or supreme , tank connector 32mm dia make sfmc or finolex or supreme , pvc wall clamp 32 mm dia make sfmc or finolex or supreme , pvc wall clamp 20 mm dia make sfmc or finolex or supreme , float valve 25 mm dia make sfmc or finolex or supreme , gate valve 32mm dia make sfmc or finolex or supreme , m seal 150 gm pkt make pidilite or fevicol or m seal , taplon tape roll isi marked make supreme or omega or asbestos , solvent cement 150 gms tube make finolex or fitwell or jindal , non skid ceramic tiles of size 300mmx300mm on the floor , pvc pipe 110 mm dia 3 mtr each make prince or finolex or supreme , pvc socket 110 mm dia make prince or finolex or supreme , pvc bend 110 mm dia make prince or finolex or supreme , pvc air pipe 25 mm dia make sfmc or finolex or supreme , water storage tank triple layer 1000 ltrs , water storage tank triple layer 1000 ltrs confirming to is 12701- 1996 make sintex or ultrapure aqua or polywell , stop cock t type chromium plated brass 15 mm weight not less then 330 gm make ess ess or prayag or johnson suisse , ppr reducer elbow 32mm x 20mm dia , em items for field flush latrine ffl 03 x set of size 3.6 m x 1.20 m x2.50 m height shall be supplied as specified in tech specification. , distribution box 4 way dou

State Government

CTN :41024765 Due date: 24 Jul, 202524 Jul, 2025 1.00 Crore
Tender For supplying and stacking various type of building, road& other construction materials, at various places of taluka valia under taluka panchayat, valia under mgnrega (annual unit rate) - supplying and stacking cement (i.s.i.53 grade opc), white cement, coarse sand, 5.0 k.m., 05 k.m. - 10 k.m., 10 k.m. - 15 k.m., 15 k.m. - 25 k.m., 25 k.m. - 50 k.m., 50 k.m. - 100 k.m., fine sand, 5.0 k.m., 05 k.m. - 10 k.m., 10 k.m. - 15 k.m., 15 k.m. - 25 k.m., 25 k.m. - 50 k.m., 50 k.m. - 100 k.m., supplying and stacking brick aggregate 40mm size, 5.0 k.m. lead, 05 k.m. - 10 k.m., supplying and stacking brick bats 20mm, 5.0 k.m. lead, 05 k.m. - 10 k.m., supplying and stacking common burnt clay bricks conventional size, 5.0 k.m. lead, 05 k.m. - 10 k.m., common burnt clay bricks conventional size, 5.0 k.m. lead, 05 k.m. - 10 k.m., supplying and stacking fly ash brick, hand broken stone aggregate 25mm size to 90mm size, 5.0 k.m., 05 k.m. - 10 k.m., 10 k.m. - 15 k.m., 15 k.m. - 25 k.m., 25 k.m. - 50 k.m., 50 k.m. - 100 k.m., hand broken stone aggregate 40mm size to 63mm size., 5.0 k.m., 05 k.m. - 10 k.m., 10 k.m. - 15 k.m., 15 k.m. - 25 k.m., 25 k.m. - 50 k.m., 50 k.m. - 100 k.m., crushed stone aggregate for hard quality 10 to 20mm size, 5.0 k.m., 05 k.m. - 10 k.m., 10 k.m. - 15 k.m., 15 k.m. - 25 k.m., 25 k.m. - 50 k.m.
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