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Tender For repair to certain roads including road furniture at kalimpong mil stn under ge 867 ews - m&l for repairs to pot holes of depth exceeding 30 mm thick, area not exc 1.00 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads , paths etc cutting around edges to at least 25mm in depth, and making good by applying tack coat with paving bitumen grade 10 pack primer (vg-10) @ 5kg per 10 sqm putting in premixed bituminous macadam, well rammed and sealed with binder with paving bitumen grade 30 pack (vg-30) @9.8 kg per 10 sqm blinded with 0.09 cum of stone chipping, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm, complete all as specified and directed., m&l for preparing existing black top road surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with bitumen primer using paving bitumen grade 10 pack (vg-10) @ 5kg per 10 sqm, complete all as specified and directed., m&l for premix bituminous macadam using paving bitumen of grade 30 pack (vg-30) @ 4% by weight of total mix laid / rolled and compacted to required gradient and camber with 8 to12 tonne power road roller and rolled to a uniform smooth surface (consolidated thickness 75 mm or less), complete all as specified and as directed., m&l for 40 mm thick consolidated thickness bituminous premixed carpet with 0.54 cu.m per 10 sqm of stone chipping and mixed with 29.20 kg per 10 sqm of binder using paving bitumen grade 30 pack (vg-30) laid and rolled with 8 to 12 tonne power road roller and compacted to required camber and gradient, complete all as specified and directed., m&l for liquid seal coat by applying paving bitumen of grade 30 (vg-30) @ 9.8 kg per 10 sqm blinded with 6.3 mm size stone chipping @ 0.09 cum per 10 sqm and rolled to a uniformed smooth surface by 8 to 12 tonne power road roller, complete all as specified and directed., providing and lying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregates, fine aggregates filler materials and bitumen, prepared by using mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder mixing in specified proportions conforming to approved job mix formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine arraigned hard stone chipping of 13.20mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 200c, protruding 1 mm to 4mm over mastic surface including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and quality control all complete as per clause 516 of specification for road and bridge works of morth (5th revision). 25mm thick (pakur) vg-30 (po, 10/20 (p), complete all as specified and directed, supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed., supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with pama striplens reflector of model no. da 972.0 fixed with and incl ms stud of suitable size as per manufactures instructions and all as specified and directed., m&l for applying ther
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
Tender For annual rate 2026-27 rates of supplying, stacking bituminious materials and labour work on various roads of uchchhal 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 ack 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, o 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 ack 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 mayer 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 mecessary 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 mayer with b.t. aggregate as specified and using bitumen vg10 for took of of the roto of 3 elg/10cgmonducing bitume , 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 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
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
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
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
Tender For bid to ras supply of class post e e - portland pozzoloana cement , precoated galvanised steel sheet 0.40mm thick, 12x3.5 feet , bricks , round pipe 50 mm nb 6 mtr long , round pipe 65 mm nb 6 mtr long , j hook with bitumen washer and nuts , coares aggregates bajari 20 mm , course sand , welding rod n10 nos
Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, 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 smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra