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State Government

CTN :45462730 Due date: 20 Jun, 202620 Jun, 2026 NA
Tender For annual rate of hotmix material for various roads under rajpipla (r&b) division rajpipla (2026-27) - providing and laying premix semi dense bituminous concrete with b.t. aggregate as per morth gradation & using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg./10 sq.m. on bt surface with asphalt grade vg-30 for mixing @ 50.00 kg./m.t. including heating and mixing the aggregate and asphalt by continuous of batch mix plant and hot laid process laying with paver finisher and consolidation with roller as per morth specification to achieve desire density, including cost all materials equipments, tools and plants, oil, kerosene, firewood, labour charges etc. complete using contractor's own machineries batch mix plant and paver finisher etc. complete. plant and paver finisher etc. complete. providing and laying 50 mm thick bituminous macadam with b.t. aggregate as per morth specification and using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg. / 10 sq.m. on bt surface with mechanical sprayer and bulk asphalt vg 30 for mixing @ 34.00 kg./m.t. i.e. 3.40 percentage of total weight of mix including heating and mixing the aggregate and asphalt in continuous of drum mix plant and hot laid process spreading the same by paver finisher and consolidation with roller as per morth specification to achieve desire density, including providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant and paver finisher etc. complete. providing & laying bituminous grout 37.5 mm thick compacted with asphalt of vg 30grade @ 1.99 percentage by weight of mix for mixing and 2.5 kg/10 sqm. of rapid curing emulsion for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation and laying with sensor paver finisher and consolidation work as per most specifications including cost of materials labours labour equipment and plant fuel oil complete.... providing and laying 250mm thick wet mix macadam (w.m.m.) in two layers (each layer of 150mm avearge) using machine crushed black trap aggregate of 40 to 50 mm size in the material with water omc in mechanically mix (pug mill) carriage of mix material by contractor's 1.000 own tipper to site of work including laying, spreading and compacting in sub base, base course on well prepared under base of compacting as per most specification to achieve the desired density (mechanically providing & laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of slow curing emulsion as per most specifications including cost of materials labours labour equipment etc. complete..... labour charges for spreading hotmix / drum mix material on scattered area of road by manually in regular shape including surface dressing with wire brush and spreading of sand including cost of sand. complete. (for patch work) labour charges for spreading hotmix / drum mix material by paver finisher including heating and spraying tackcoat as per requirement consolidation by static roller and spraying stone dust as directed etc. complete. providing and laying asphalt painting on b.t. surface with bitumen v.g. 30 at rate of 5 kg./10 sq.mt. and spreading stone dust on painting surface at the rate of 0.03 cu.mt. / 10 sq.mt. in selected length of the road including rolling and cost of asphalt. providing. laying built-up spray grout base course intwo layers with bitumen at rate of 15 kg./per 10 sq.m. with 0.50 cu.m. stone aggregate for first layer and 15kg. of bitumen and 0.50 cu.m. of stone aggregate per 10 sq.μ. of roadsurface for second layer and using 0.13cu.m. of key aggregate per 10 sq.m. excluding rolling and consolidation complete. (stone aggregate and bitumen shall be paid separately) surface dressing two coat with bitumen using 18kg.bitumen per 10.0 sq.m. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 sq.m. for first coa

CTN :45460055 Due date: 15 Jun, 202615 Jun, 2026 NA
Tender For quotation for the building and road material - (dumble shape with colour) isi mark interlocking paver block m40 grade 80mm thick smoooth face (dumble shape) isi mark interlocking paver block m40 grade 80mm thick smoooch face (dumble shape with colour) isi mark stone metal 63-45mm gauge as per pwd specification stone metal 53-22.4mm gauge as per pwd specification course aggregate (bajri 20mm/ 10mm) as per pwd specification stone dust as per pwd specification yamuna sand as per pwd specification river bed material (gsb) round gatka 40mm size as per pwd specification local sand as per pwd specification kerb stone 6"x12"x12" kerb stone 6"x12"x18" interlocking paver block ms0 grade 100 mm thick smoooth face (dumble shape) isi mark interlocking paver block m50 grade 100 mm thick smoooth face (dumble shape) with colour isi mark supply of good earth up to 5km. group-b 18 to 21 1 class kiln bricks (as per pwd specification) 1 class kiln tiles (as per pwd specification) 1" class fly ash brick standard size (as per pwid specification) brick blast 40mm size (as per pwd specification)

CTN :45442671 Due date: 19 Jun, 202619 Jun, 2026 10.00 Lacs
Tender For material supply for works in mgnregs action plan - material supply for mgnregs individual and common asset creation - stone aggregate:40mm nominal size, stone aggregate:20mm nominal size, stone aggregate:10mm nominal size, stone aggregate:06mm nominal size, course sand(zone3), portland cement, concrete mixer, vibrator, stone for masonry work, twisted steel/deformed bars, structural steel such as tees,angles,channels and r.s joists, second class kail wood in planks, second class kail wood in scantling, wall form panel 1250*450mm, corner angle 45*45*5mm 2.5long, column clamp 450*1070mm, prop 2m(2-3.5m), laterate stone of size 40*20*15cm, solid block of size 30*20*15cm, mild steel plates, mild steel rivets, flats up to 10mm in thickness, 20 mm dia.holding down bolts, mild steel sheets for tanks, galvanised wire mesh, iron pintels including welded pin, mild steel sheets with bolts and nuts, mild steel hooks, gi trafford profile sheet 0.35mm thick, galvanised steel jor l hooks 8 mm dia, galvanised steel bolts and nuts 6mm dia and 25mm long round head with slots, wire nails, fine sand, pvc pipe 63 mm outer dia., pvc bend 63 mm dia., pvc pipe 110mm outer dia., pvc elbow 63 mm dia, pvc tee 63*63*63 mm dia, pvc end cap 63 mm dia, pvc reducer 63*50mm dia, pvc pipe 160mm outer dia., gi pipes 50 mm dia., gi pipes 40 mm dia, quarry waste, precoated galvanised plain ridge, vitrified floor tile 60*60cm, welding by electric plant, hire charge of 10hp engine and pump set, diesel oil, 200 mm aluminium aldop, pvc socket/coupling 63 mm dia, polythene water storage tank, red oxide zinc chromate primer, deharadun white lime, smooth wheeled roller 8 to 10 tonne, water tanker 5 to 6 kl capacity, interlocking c.c. paver block (80 mm thick, m-30), sundries

State Government

CTN :45397974 Due date: 11 Jun, 202611 Jun, 2026 80.77 Lacs
Tender For work of name :- remaining work pkg. no. rj-23-10/srf (rr) / np / 2022-23 distt kota - providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift, fdkuiqjk rfd;k ls punzsly, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc ordinary kilometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc hectometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and erecting typical citizens information board as per approved drawing & specification of mord, made of two ms sheet of 1.6 mm thick each of size 900 mm 750 mm stiffened by angle iron 25 mm 25 mm 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 swg sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick ms plate at 12 places (65 50 mm) duly embedded in cement concrete m-15 grade of block of 600 mm 600 mm 750 mm size below ground level as per enclosed drawings & as directed by engineering - in-charge. all ms will be stove enameled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification., fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and laying reinforced cement concrete pipes np-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia, fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, dry lean cement concrete sub - base. construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per table 600-1, cement content not to be less than 200 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing., fdkuiqjk rfd;k ls punzsly, total, providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or fix 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m-30 pavement grade, fdkuiqjk rfd;k ls punzsly, total, earthwork in excavation for foundation of structure complete with all lift, dewaterin

CTN :45380400 Due date: 11 Jun, 202611 Jun, 2026 NA
Tender For supply of net fencing , barbed wire , iron angle , concertina wire , cement , fine aggregate , fine course , iron bar , labour

CTN :45363424 Due date: 15 Jun, 202615 Jun, 2026 NA
Tender For supply of euipments for civil lab - civil engineering, auger boring engine type: 4-stroke, air-cooled, single-cylinder petrol engine displacement: 196 cc power output: minimum 6.5 7 hp ( 3.5 kw) maximum engine speed: ~3600 4000 rpm starting system: recoil (manual) start fuel type: pure petrol fuel tank capacity: minimum 1.5 1.6 l supported auger bit sizes: 4 , 6 , 8 , 10 , 12 , 14 (100 350 mm) bit material: heavy-duty mild steel with powder coating typical drilling depth: minimum 3.5 4 ft per bit (800 mm 1.2 m) bit coupling: quick-coupling system for easy bit replacements frame: robust tubular steel frame with ergonomic handles and vibration absorbers weight: minimum 20 22 kg (without auger bit), weighing balance 200 kg capacity with 50g accuracy capacity: 100 kg type: digital weighing balance least count / accuracy: 10 g or better display: led/lcd digital display power supply: ac mains with inbuilt rechargeable battery backup platform: stainless steel, sturdy construction functions: tare, zero tracking, overload indication operating time (battery): minimum 8 12 hours standards: legal metrology approved (preferred), weighing balance 50kg capacity with 10g accuracy capacity: 100 kg type: digital weighing balance least count / accuracy: 10 g or better display: led/lcd digital display power supply: ac mains with inbuilt rechargeable battery backup platform: stainless steel, sturdy construction functions: tare, zero tracking, overload indication operating time (battery): minimum 8 12 hours standards: legal metrology approved (preferred), complete set of seive for fine aggregate 200 dia type: is standard test sieves for fine aggregate material: brass frame with brass woven wire mesh diameter: 200 mm height: as per is specification aperture sizes (complete set):4.75 mm, 2.36 mm, 1.18 mm, 600 m, 300 m, 150 m, pan & lid standards: is 2386 (part i) / is 460 finish: smooth, corrosion-resistant accessories: lid and bottom pan included, complete set of seive for course aggregate 200 dia brass; 200 mm dia; complete set (80 4.75 mm); lid & pan., flow table apparatus with all accessories(hand operateddimensions and specifications as per is 9103, table top made from flat metal plate, minimum thickness 1.5 mm. table top size: 700 mm 700 mm, with flatness tolerance of 1.5 mm. table top marked with: scribed cross at centre, lines parallel to table edges and central circle of 200 mm diameter underside of table top reinforced to prevent distortion. total mass of table top: 16 1 kg. table top, base frame front and upper stops provided as per is 9103. lower front edge fitted with two rigid stops to transfer load directly to base frame. base frame designed to transfer impact load directly to supporting surface, minimizing bounce. stop watch digital - 2 nos scale 1 mtr 2 nos mounting wooden platform 300 mm height amc for 3 years inclusive.

State Government

CTN :45366438 Due date: 05 Jun, 202605 Jun, 2026 50.5 Thousand
Tender For annual rate 2026-27 rates of supplying, stacking bituminious materials and labour work on various roads of ukai taluka dist- tapi.- providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tack coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and manual laying including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, a kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and mannual finish etc. complete (manual laying) , providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tack coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and laying with paver finisher including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fin wood, oil, kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and paver finishe etc. complete. (paver finish) , providing, laying & rolling 37.5 mm compacted thick b.m. in on layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by manual laying and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractor's own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual laying) , providing, laying & rolling 37.5 mm compacted thick b.m. in on layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by paver , finisher and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractor's own drum mix plant. machineries and eginment , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt/10smt. stone chips for one miton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by manual laying and consolidation with vibratory roller with necessary equipments oil, kerosene fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (manual laying) , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt/10smt. stone chips for one miton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by paver finsiher and consolidation with vibratory roller with necessary equipments oil, kerosene fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (paver finish) , providing & laying seal coat with b.t. agg. as specifed using agg. at the rate of 0.24 cu.mt/10sq

State Government

CTN :45366446 Due date: 05 Jun, 202605 Jun, 2026 50.5 Thousand
Tender For annual rate 2026-27 rates of supplying, stacking bituminious materials and labour work on various roads of songadh taluka dist- tapi- providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tac coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and manual laying including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene abour charges etc. complete using contractor's own machinaries, drum mix plant and mannual finish etc. complete. manual laying) , providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tac coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and laying with paver finisher including tolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and paver finisher etc. complete. paver finish) , providing, laying & rolling 37.5 mm compacted thick b.m. in one ayer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg1 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of cotal mix including heating and mixing in drum mix plant and cransporting spreading the same by manual laying and cosolidation with vibratory roller including necessary firewood, oi ubricants, labour charges, using contractor's own drum mix olant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual _aying) , providing, laying & rolling 37.5 mm compacted thick b.m. in one ayer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg1 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of cotal mix including heating and mixing in drum mix plant and cransporting spreading the same by paver finisher and cosolidation with vibratory roller including necessary firewood, oi ubricants labour charges using contractor's own drum mix , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one m.ton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by manual laying and consoli-dation with vibratory roller with necessary equipments oil, kerosene, fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (manual laying) , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one m.ton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by paver finsiher and consoli-dation with vibratory roller with necessary equipments oil, kerosene, fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (paver finish) , providing & laying seal coat with b.t. agg. as specifed using agg. at the rate of 0.24 cu.mt/10sq.mt.and bitumen vg-30 for mixing ag

State Government

CTN :45366458 Due date: 05 Jun, 202605 Jun, 2026 50.5 Thousand
Tender For annual rate 2026-27 rates of supplying, stacking bituminious materials and labour work on various roads of valod taluka dist- tapi- providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tack coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and manual laying including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and mannual finish etc. complete. (manual laying) , providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tack coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and laying with paver finisher including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and paver finisher etc. complete. (paver finish) , providing, laying & rolling 37.5 mm compacted thick b.m. in one layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by manual laying and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractor's own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual laying) , providing, laying & rolling 37.5 mm compacted thick b.m. in one layer with b.t. aggregate as specified and using bitumen vg10 , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt/10smt. stone chips for one miton as per specification, using the asphalt at rate 33.60 kg/m.ton (ie. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by manual laying and consolidation with vibratory roller with necessary equipments oil kerosene, fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (manual laying) , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one miton as per considering 0.6 specification, using the asphalt at rate 33.60 kg/m.ton (ie. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by paver finsiher and consolidation with vibratory roller with necessary equipments oil kerosene, fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (paver finish) , providing & laying seal coat with b.t. agg. as specifed using agg. at the rate of 0.24 cu.mt/10sq.mt.and bitumen vg-30 for mixing agg. at the rate of 4.50% i.e. 45.00 kg/m.t. and 2.5kg/10 smt asphalt vg-30 for tack coat including heating & mixing in hot/drum mix plant & transporting & spreading the same by manual laying & consolidation with vibratory roller incl. necessary firewoood, oil, lubricants, labour charges etc. using contractor's own drum mix plant, ma

State Government

CTN :45366408 Due date: 05 Jun, 202605 Jun, 2026 53.8 Thousand
Tender For annual rate 2026-27 rates of supplying, stacking bituminious materials and labour work on various roads of nizar and kukarmunda taluka dist- tapi.- providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tack coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and manual laying including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and mannual finish etc. complete. (manual laying) , providing & laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99% by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tack coat & using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and laying with paver finisher including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractor's own machinaries, drum mix plant and paver finisher etc. complete. (paver finish) , providing, laying & rolling 37.5 mm compacted thick b.m. in one layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by manual laying and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractor's own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual laying) , providing, laying & rolling 37.5 mm compacted thick b.m. in one layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4% i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by paver finisher and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractor's own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (paver finish) , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one m.ton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by manual laying and consoli-dation with vibratory roller with necessary equipments oil, kerosene,fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (manual laying) , providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one m.ton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by paver finsiher and consoli-dation with vibratory roller with necessary equipments oil, kerosene,fire wood labour charges etc comp.with contractor's own machineries and equipment tools etc. complete in accordance with the requirement. (pave
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