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CTN :41228142 Due date: 11 Aug, 202511 Aug, 2025 6.74 Lacs
Tender For supply for materials for hiremorab village construction of slwm shed building work under mgnrega scheme - mr9945-pintels including welded pins at hiremoraba gp, mr9939-ms sheet 1 mm thick at hiremoraba gp, mr9935-ms cleats with bolts and nuts to rest on pile at hiremoraba gp, mr9934-ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at 4.5 kg per metre at hiremoraba gp, mr9933-ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre at hiremoraba gp, mr9928-hooks at hiremoraba gp, mr9925-gusset plates 6 mm thick at hiremoraba gp, mr9924-gusset plates 3.15 mm thick at hiremoraba gp, mr9903-base plate / base plate at hiremoraba gp, mr9901-angle iron 40x40x6mm at hiremoraba gp, mr9900-anchor bolts 750mm at hiremoraba gp, mr9891-tools & plants and electrical charges at 2% at hiremoraba gp, mr9890-locking arrangements at 1% on a at hiremoraba gp, mr9860-12 mm x 6 mm ms plate at hiremoraba gp, mr9859-tools and plants at 2% on material at hiremoraba gp, mr9826-weld mesh 75 x 25 mm of 6g to 10g at hiremoraba gp, mr9804-stone chistler class ii at hiremoraba gp, mr9782-add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint at hiremoraba gp, mr9773-add watering charges at 1 % on material at hiremoraba gp, mr9764-add sundries charges at 2 % on material at hiremoraba gp, mr9762-add sundries charges at 1 % on material at hiremoraba gp, mr9759-add providing and removing scaffolding at 3% on labour at hiremoraba gp, mr9757-transportation/loading and unloading of material/lifting of material /wastage/unforeseen charges/miscellaneous which are necessary during execution. at hiremoraba gp, mr9754-add hom of welding and grinding machine at 2% on material at hiremoraba gp, mr9753-add handling , loading and unloading at 2% on material at hiremoraba gp, mr9752-add handling , loading and unloading at 1% on material at hiremoraba gp, mr9738-add brush, putty, sand paper at 2% on cost of paint at hiremoraba gp, mr9735-add brush at 1% on cost of paint at hiremoraba gp, mr9725-mason class i (with tools) at hiremoraba gp, mr9724-mason class ii (with tools) at hiremoraba gp, mr9690-painter class i at hiremoraba gp, mr9688-unit cost as per the specification at hiremoraba gp, mr9678-mixer (concrete) - 1 cum capacity at hiremoraba gp, mr9677-mixer (concrete small used in culvert) at hiremoraba gp, mr9676-hom of welding and grinding machine at hiremoraba gp, mr9673-hom of cutting and grinding machine - 1 at hiremoraba gp, mr9672-hom of cutting and grinding machine at hiremoraba gp, mr9640-brick at hiremoraba gp, mr9609-add at hiremoraba gp, mr9607-welder grade i at hiremoraba gp, mr9603-mechanic class ii/mechanic hmp grade i/eme grade at hiremoraba gp, mr9598-fitter class i at hiremoraba gp, mr9586-tractor with trolley at hiremoraba gp, mr9554-tmt bars fe 500 at hiremoraba gp, mr9535-size stone 20 x 20 x 25 cms at hiremoraba gp, mr9534-silver oak or equivalent planks 38 mm thick at hiremoraba gp, mr9522-ready mix primer paint (ready mix red lead paint) at hiremoraba gp, mr9487-jungle wood runners and planks at hiremoraba gp, mr9463-enamel metal paint at hiremoraba gp, mr9455-corbon electrodes at hiremoraba gp, mr9445-casurina poles 75 - 100 mm dia at hiremoraba gp, mr9444-casurina poles 100 - 150 mm at hiremoraba gp, mr9443-cast iron spike at hiremoraba gp, mr9434-burnt bricks class 35 (non modular) at hiremoraba gp, mr9433-broken stone aggregate 40 mm size at hiremoraba gp, mr9432-broken stone aggregate 20 mm size at hiremoraba gp, mr9431-broken stone aggregate 12 mm to 10 mm size at hiremoraba gp, mr9426-boulders at hiremoraba gp, mr9424-bond stone 20 x 20 x 45 cm at hiremoraba gp, mr9408-40 x 6 mm ms plates at hiremoraba gp, mr9402-16 x 16 mm ms square rod at hiremoraba gp, binding wire at hiremoraba gp, display board at hiremoraba gp, coarse sand (zone iii)0982- at hiremoraba gp, water proofing cement paint at hiremoraba gp, portland cement 0367- at hiremoraba gp

CTN :41246742 Due date: 11 Aug, 202511 Aug, 2025 6.26 Lacs
Tender For supply for materials for ingalagondi village construction of nrlm shed building work under mgnrega scheme - tmt bars fe 500 at ingalagondi gp, portland cement at ingalagondi gp, ceramic tiles 30 x 30 cms at ingalagondi gp, vitrified tiles 600x600 mm at ingalagondi gp, white cement at ingalagondi gp, brick at ingalagondi gp, solid concrete blocks (40 x 15 x 20 cms)-4.00 n/sqmm at ingalagondi gp, name board at ingalagondi gp, chlorinated polyvinyl - chloride (cpvc) pipe 25 mm outer dia at ingalagondi gp, casurina poles 75 - 100 mm dia at ingalagondi gp, casurina poles 100 - 150 mm at ingalagondi gp, handling loading and unloading 3% on material at ingalagondi gp, labour charges for lifting and placing in position and making connection at 7% on material at ingalagondi gp, add brush, putty, glue at 5% on cost of paint at ingalagondi gp, add brush, putty, sand paper, roller at 5% on cost of paint at ingalagondi gp, add cutting and other wastage 5% at ingalagondi gp, add providing and removing scaffolding at 3% on labour at ingalagondi gp, add white lead paint, gasket, cement, sand for making good the wall and floor at 2% on material at ingalagondi gp, add handling , loading and unloading at 1% on material at ingalagondi gp, add handling , loading and unloading at 2% on material at ingalagondi gp, add watering charges at 1 % on labour at ingalagondi gp, add watering charges at 1 % on material at ingalagondi gp, polyenthylene water storage tank of specified capacity l at ingalagondi gp, enamel paint at ingalagondi gp, dry distemper at ingalagondi gp, binding wire at ingalagondi gp, plasticizer / super plasticizer at ingalagondi gp, whitening at ingalagondi gp, mixer (concrete small used in culvert) at ingalagondi gp, vitreous china orrisa type w.c. pan size 580 mm at ingalagondi gp, unit cost as per the specification at ingalagondi gp, lead or pvc connection pipe 32mm dia (for wash basin) at ingalagondi gp, c.i. / m.s. brackets for flushing cistern at ingalagondi gp, brass stop cock at ingalagondi gp, cp brass waste 32 mm of standard pattern at ingalagondi gp, cp brass chain with plug at ingalagondi gp, copper plated brass piller tap 15mm at ingalagondi gp, white vitreous china clay flat back wash basin size 630x450mm at ingalagondi gp, rcc ring 0.90 m dia at ingalagondi gp, bond stone 20 x 20 x 45 cm at ingalagondi gp, size stone 20 x 20 x 25 cms at ingalagondi gp, painter class i at ingalagondi gp, licenced plumber with tools at ingalagondi gp, stone chistler class ii at ingalagondi gp, mason class ii (with tools) at ingalagondi gp, mason class i (with tools) at ingalagondi gp, hom of vibrator 0.71 days at ingalagondi gp, mixer (concrete) - 1 cum capacity at ingalagondi gp, stone aggregate(single size) 10 mm nominal size at ingalagondi gp, stone aggregate(single size) 20 mm nominal size at ingalagondi gp, mathi/nandi wood planks for panels 25 mm thick at ingalagondi gp, hom of machinaries for planing at ingalagondi gp, honnewood planks for panels 20 mm thick at ingalagondi gp, honne wood at ingalagondi gp, silver oak or equivalent planks 38 mm thick at ingalagondi gp, jungle wood runners and planks at ingalagondi gp, boulders at ingalagondi gp, coarse sand (zone iii) at ingalagondi gp, broken stone aggregate 12 mm to 10 mm size at ingalagondi gp, broken stone aggregate 20 mm size at ingalagondi gp, broken stone aggregate 40 mm size at ingalagondi gp

CTN :41252726 Due date: 11 Aug, 202511 Aug, 2025 6.55 Lacs
Tender For supply of materials for nrlm shed work at hullatti gp under mgnrega scheem - tmt bars fe 500 at hullatti gp nrlm work site, portland cement at hullatti gp nrlm work site, ceramic tiles 30 x 30 cms at hullatti gp nrlm work site, glazed tiles 300x450 at hullatti gp nrlm work site, reeded glass 2 mm thick at hullatti gp nrlm work site, vitrified tiles 600x600 mm at hullatti gp nrlm work site, white cement at hullatti gp nrlm work site, border tiles 30 x 10 cms at hullatti gp nrlm work site, brick at hullatti gp nrlm work site, name board at hullatti gp nrlm work site, pvc pipe of 6kg or cum,110 mm at hullatti gp nrlm work site, pvc pipe of 10kg or cum,110 mm at hullatti gp nrlm work site, pvc pipe of 6kg or cum,63 mm at hullatti gp nrlm work site, pvc pipe of 4kg or cum,75 mm at hullatti gp nrlm work site, tw beading for fixing glass at hullatti gp nrlm work site, casurina poles 100 - 150 mm at hullatti gp nrlm work site, handling loading and unloading 3% on material at hullatti gp nrlm work site, labour charges for lifting and placing in position and making connection at 7% on material at hullatti gp nrlm work site, add brush, putty, sand paper, roller at 5% on cost of paint at hullatti gp nrlm work site, add white lead paint, gasket, cement, sand for making good the wall and floor at 2% on material at hullatti gp nrlm work site, labour charges for handing errection of rcc rings etc. at 5% at hullatti gp nrlm work site, transportation charges of materials beyond 5 km at 10% at hullatti gp nrlm work site, add watering charges at 1 % on labour at hullatti gp nrlm work site, add white cement for pointing at 2% on material at hullatti gp nrlm work site, add cutting and other wastage 5% at hullatti gp nrlm work site, add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint at hullatti gp nrlm work site, tools and plants at 2% on material at hullatti gp nrlm work site, add brush, putty, sand paper at 2% on cost of paint at hullatti gp nrlm work site, add providing and removing scaffolding at 3% on labour at hullatti gp nrlm work site, add handling , loading and unloading at 1% on material at hullatti gp nrlm work site, add watering charges at 1 % on material at hullatti gp nrlm work site, add handling , loading and unloading at 2% on material at hullatti gp nrlm work site, polyenthylene water storage tank of specified capacity l at hullatti gp nrlm work site, enamel paint at hullatti gp nrlm work site, ready mix primer paint (ready mix red lead paint) at hullatti gp nrlm work site, water proofing cement paint at hullatti gp nrlm work site, binding wire at hullatti gp nrlm work site, plasticizer / super plasticizer at hullatti gp nrlm work site, fabrication charges. at hullatti gp nrlm work site, cost of 6.5mm m.s. coil at hullatti gp nrlm work site, z section at hullatti gp nrlm work site, mullion section at hullatti gp nrlm work site, t section at hullatti gp nrlm work site, rms gusset plate at hullatti gp nrlm work site, ms pipes of 80 mm to 100 mm dia at hullatti gp nrlm work site, bolts and nuts at hullatti gp nrlm work site, ms flat at hullatti gp nrlm work site, mixer (concrete small used in culvert) at hullatti gp nrlm work site, brass stop cock at hullatti gp nrlm work site, lead or pvc connection pipe 32mm dia (for wash basin) at hullatti gp nrlm work site, c.i. / m.s. brackets for flushing cistern at hullatti gp nrlm work site, cp brass waste 32 mm of standard pattern at hullatti gp nrlm work site, cp brass chain with plug at hullatti gp nrlm work site, cp brass pillar tap elbow operated at hullatti gp nrlm work site, white vitreous china clay surgeon type wash basin size 660 x 460 mm at hullatti gp nrlm work site, bib cock 20mm nominal bore at hullatti gp nrlm work site, stays at hullatti gp nrlm work site, hinges 5 inches heavy duty at hullatti gp nrlm work site, handles at hullatti gp nrlm work site, ms clamps at hullatti gp nrlm work site, add at hullatti gp nrlm work site, unit cost as per the specific

CTN :41196160 Due date: 04 Aug, 202504 Aug, 2025 10.41 Lacs
Tender For material supply for construction of womens self-help group sanjivini building at kattemalavadi village in hunsur tq under mnrega scheme - kmvadi-bib cock 20mm nominal bore, kmvadi-fabrication charges., kmvadi-cost of 6.5mm m.s. coil, kmvadi-transportation charges of materials beyond 5 km at 10%, kmvadi-add cement sand and grit 1% on material, kmvadi-plumber, kmvadi-add, kmvadi-polyethylene pipes high density 32 mm dia external dia, kmvadi-stone aggregate single size 10 mm nominal size, kmvadi-stone aggregate single size 20 mm nominal size, kmvadi-pvc pipe of 6kg / cum,90 mm, kmvadi-cost of centering at 1% on material, kmvadi-c.i manhole cover with frame, kmvadi-table moulded bricks of class designation 50( non modular ), kmvadi-granite metal 40 mm, kmvadi-foreman grade 1, kmvadi-handling loading and unloading 3% on material, kmvadi-labour charges for lifting and placing in position and making connection at 7% on material, kmvadi-polyenthylene water storage tank of specified capacity l, kmvadi-aluminium paint, kmvadi-add brush, putty, sand paper, roller at 5% on cost of paint, kmvadi-enamel paint, kmvadi-add brush, putty, sand paper at 5% on cost of paint, kmvadi-enamel primer, kmvadi-add brush, putty, sand paper at 2% on cost of paint, kmvadi-water proofing cement paint, kmvadi-add brush, putty, glue at 5% on cost of paint, kmvadi-whitening, kmvadi-dry distemper, kmvadi-transportation loading and unloading at1% on material, kmvadi-tools and plants at2% on material, kmvadi-hom of cutting and grinding machine1, kmvadi-hom of welding and grinding machine, kmvadi-mechanic class ii/mechanic hmp grade i/eme grade, kmvadi-anticorrosive bitumastic paint, kmvadi-12x12 m.s square rod, kmvadi-20 mm x20mm vertical m.s square rod, kmvadi-50 mm dia ms hollow pipe b class 14 gauge, kmvadi-add brush at 1% on cost of paint, kmvadi-enamel metal paint, kmvadi-add hom of welding and grinding machine at 4% on material, kmvadi-welder grade i, kmvadi-ms flat, kmvadi-m.s rods, kmvadi-fabricator, kmvadi-5.50 mm thick plain glass, kmvadi-chrominum plated screws, kmvadi-cleat angles, kmvadi-alluminium handles - 15 mm, kmvadi-alluminium tower bolt - 20 cm, kmvadi-pvc beading, kmvadi-rubber beading for shutters beading, kmvadi-nylon rollers, kmvadi-powder coated 60-70 micron, kmvadi-unit cost as per the specification, kmvadi-honnewood planks for panels 20 mm thick, kmvadi-honne wood, kmvadi-hom of machinaries for planing, kmvadi-add cutting and other wastage 5%, kmvadi-mathi/nandi wood planks for panels 25 mm thick, kmvadi-painter class i, kmvadi-add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint, kmvadi-ready mix primer paint (ready mix red lead paint), kmvadi-locking arrangements at 1% on a, kmvadi-add hom of welding and grinding machine at 2% on material, kmvadi-fitter class i, kmvadi-hooks, kmvadi-ms cleats with bolts and nuts to rest on pile, kmvadi-pintels including welded pins, kmvadi-angle iron 40x40x6mm, kmvadi-gusset plates 3.15 mm thick, kmvadi-ms sheet 1 mm thick, kmvadi-broken granite metal 20 mm, kmvadi-add white cement for pointing at 2% on material, kmvadi-add handling , loading and unloading at 2% on material, kmvadi-border tiles 30 x 10 cms, kmvadi-glazed tiles 300x450, kmvadi-white cement, kmvadi-ceramic tiles of size 30 x 30 cms, kmvadi-vitrified tiles 600x600 mm, kmvadi-add providing and removing scaffolding at 3% on labour, kmvadi-add sundries charges at 2 % on material, kmvadi-add handling , loading and unloading at 1% on material, kmvadi-casurina poles 100 - 150 mm, kmvadi-brick, kmvadi-add watering charges at 1 % on labour, kmvadi-stone chistler class ii, kmvadi-mason class ii (with tools), kmvadi-mixer (concrete small used in culvert), kmvadi-boulders, kmvadi-bond stone 20 x 20 x 45 cm, kmvadi-size stone 20 x 20 x 25 cms, kmvadi-binding wire, kmvadi-tmt bars fe 500, kmvadi-add formwork at 4% out of material and labour, kmvadi-add formwork and staging at 20% for height upto 5 m, kmvadi-concrete mixer 0.4/0.

Central Government/Public Sector

CTN :41211752 Due date: 19 Aug, 202519 Aug, 2025 NA
Tender For multifunction energy meter 05a or 01a ct input for lv or hv networks ac or dc aux. supply m easurement and display u, v, i, in, p, q, s, pf, f, ea, er & es thd for v & i with lead bar graph in 96x96 sq.m m. flush mounted case with six direct access keys & backlit lcd, accuracy class 1.0. conforming to rdso s pec. no. edts 103, rev-d, am-4 and rdso/pe/spec/tl/0195-2019 (rev.0) suitable for lhb type power cars and lslrd coaches. make : ae/muller/socomec/rishab/siemens/yokins/l&t model no. wl441010oooo/ abb model no. m2m/schneider model no. metsee m6400ng. [ warranty period: 30 months after the dat e of delivery ]

CTN :41166609 Due date: 28 Jul, 202528 Jul, 2025 16.49 Crore
Tender For mgsy/25-26/ kahalgaon /02 - construction of h.l. bridge at dobhi ghat on gerua river on khiridanr to makanpur road, block- sanhaula, 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., providing and constructing temporary island 16 m diameter for construction of well foundation for 7 m diameter well (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 5526.40 for each island.), providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 330.00 per m for service road., providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification well curb(i) rcc m-35 grade, well steining(iii) rcc m-35 grade, bottom plug(i) pcc grade m-20, top plug(ii) pcc grade m-20, well cap(ii) rcc grade m-30, sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level.(sandy soil(i) depth below bed level upto 3.0 m.), (ii) beyond 3 m upto 10 m depth, (iii) beyond 10 m upto 20 m, (iv) beyond 20 m upto 30 m, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification (upto 5 m ht), r.c.c. grade m-30 in substructure complete as per dwg & tech specification (5 to 10 m ht), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, 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, providing and laying filter media with granular crushed aggregates (jhama metal) 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, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m-30 grade including reinforcement complete as per drawing and technical specifications clauses 80

CTN :41166601 Due date: 29 Jul, 202529 Jul, 2025 7.00 Crore
Tender For rrsmp/25-26 bagaha-1/03 - khabtola gulten miyake ghar se shekh karmulah ke ghar tak, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, 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 m as per technical specification clause 202., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth

CTN :41166605 Due date: 29 Jul, 202529 Jul, 2025 32.22 Crore
Tender For rrsmp/25-26 barsoi/02 - dhalai churi more to budha kamat, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., excavation in soil using hydraulic excavator and tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., a (by manual means ), cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing., brick solinglaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412, reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as p

CTN :41166608 Due date: 29 Jul, 202529 Jul, 2025 5.68 Crore
Tender For rrsmp-25-26 chakia-03 - dekha bandh to ajit singh ke tola tak, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, 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 m as per technical specification clause 202., cement cuncrete, reinforced cement concrete, dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per (stone masonary/brick masonary), construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced

CTN :41166614 Due date: 29 Jul, 202529 Jul, 2025 17.05 Crore
Tender For rrsmp/25-26 barsoi/04 - ghoghra to raksol, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing., brick solinglaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412, reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703ordinary kilometer stone (precast), reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703200 m stone (precast), retro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801600 mm equilateral triangle, retro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801600 mm circular, retro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm fi
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