Tender For corrigendum : procurement and supply of balance items to mental health kadapa and deic items to various govt. hospitals in a.p with a period of 2 years rate contract - test tubes (pack of 100), empty vials (pack of 100) - 10ml, table top front-loading autoclave (electrical), white board (4x3), wooden table(computer table) 10x5, u type wooden table, library table with metal frame wooden top, auditorium chairs with writing pad, tables(3x5) (library, museum, seminar hall, black board (student demo room), lockable notice board (6x4), l shaped tables (140x150x76), weighing machines 100kg, vaccume cleaners.
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.
Tender For invitation quotation for data rates of electrical items for bbmp (quotation tender for data rate) - supplying, installing, testing and commissioning of diesel generator set with following specifications. power rating as per standard reference condition as per-bs 5514/iso 3046/ iso 8528 & is 1002/iso 3046 generator set specifications.160 kva / 128 kw, supplying & fixing of 30 mtr highmast accessories that include winch plate, 350 kg winch, ss wire rope 65 mtr length, moulded cable 4sqmmx3 core 40 mtr length, d clamp tumble, crane charges, labour charges for data rate, supplying & fixing of 20 mtr highmast accessories that include winch plate, 350 kg winch, ss wire rope 65 mtr length, moulded cable 4sqmmx3 core 30 mtr length, d clamp tumble,crane charges, labour charges for data rate, supplying & fixing of 16 mtr highmast accessories that include winch plate, 350 kg winch, ss wire rope 65 mtr length, moulded cable 4sqmmx3 core 30 mtr length, d clamp tumble,crane charges, labour charges for data rate, supplying & fixing of 12 mtr highmast accessories that include winch plate, 250 kg winch, ss wire rope 50 mtr length, moulded cable 4sqmmx3 core 20 mtr length, d clamp tumble,crane charges, labour charges for data rate, supply and fixing of vertical furnace coil holding bricks (240 x 300 x 80mm) made out of refractory material to with stand a temperature of 1000 c using required refractory cement and other binding material to form into required shape (as per bis-8) complete, supply and fixing of vertical heating element suitable to operate on 220 volts 50hz (4.5 kw capacity of heating element) element shall be made out of 8 swg 25mm dia 6 mm pitch total length 3100 mm superior quality nichrome wire coil and shall be capped with fiberglass tube. new element shall be fixed in furnace heating slots using necessary labour consumable and terminated with end bolts etc complete., supply and replacement of smoke exhaust motor fan shaft fabricated out of ss310 dia 50mm x 780mm length with balancing impler 2nos key slot of 10 x 10mm with computer balancing impler-380mm dia,160mm width, 3mm sheet fabricated(ss304), supply & erection of b-58 belt(), supply & erection of 311h sleeve (adapter)(), hire charges for supply, fixing, wiring, servicing & maintaining of 200 watts led type flood light fitting with accessories. upto 3 days, supply & erection of 22211ck bearing (for exhaust motor )(), providing door lifting mechanism set for manually operating made out by 2 bearings 30mm dia and 50mm dia bore shaft and 40 x40x100mm shifting block with handle and mounting bracket., supply & erection of 2 wire temperature controller range 0 to 1200.c of size 99 x 99mm,, supply & erection of ss310 pipe thermocouple 19 mmod & 700mm length, simplex, supply & erection of smoke exhaust motor 7.5 hp 3 phase, 50hz,1500rpm, induction motor, with table lock pully 180 dia, 2 nos grove, make abb/kirloskar/suguna or equalent, supply & erection of 1hp single phase 50hz water pump (open well submersibal pump set)(), supply & erection 2hp 3phase, 50hz, 1440 rpm induction flange mounted water pump for scrubber, inlet 2 inch, outlet 1 and off inchinch, supply & erection of 1/2hp 3phase 50hz, 1440rpm flange mounting motor with gear output 10rpm with grounting frame, complete including loading, unloading and transportation to work site spare.(), furnace main door servicing include of bearing replacement 2 nos and door lifting chain replacement(), servicing & cleaning of scrubber, tank,scrubber duct,exhaust blower, exhaust duct furnace to chimny and cleaning of chimny (6 monts once)(), hire charges for supply, fixing, wiring, servicing & maintaining of 150 watts led type flood light fitting with accessories upto one month, providing servicing, repairing and overhauling of existing body charging trolley complete.(), supplying & fixing of epoxy of epoxy insulators (bus bar mounting, supplying & fixing
Tender For supply of deep freezer , refrigerator , hot air oven , water bath , digital probe thermometer , digital temperature and humidity clock thermohygrometer , refrigerated centrifuge with 50ml rotor , refrigerated centrifuge with 2ml rotor , table top centrifuge , rotary flask shaker , multi tube vortexer , type-i water purification system , digital stop watch , digital flow meter , electronic analytic balance , semi micro analytic balance , top loading balance , e2 class weight box , micropipette 0.5-10 ul , micropipette 2- 20 ul , micropipette 10-100 ul , micropipette 20-200 ul , micropipette 30-300 ul , micropipette 100-1000 ul , micropipette 0.5-5 ml , volumetric flask 10ml class-a amber or clear , volumetric flask 25ml class-a amber or clear , volumetric flask 50ml class-a amber or clear , volumetric flask 100ml class-a amber or clear , volumetric flask 500ml class-a amber or clear , bottle top dispensor 1-10ml , bottle top dispensor 10-100ml , nitrogen evaporator , nitrogen generator 100 lpm , portable gas detector hydrogen
Tender For rrsmp/25-26 purnea/03 - pmgsy path diyari to harijan tola diyari via sarpanch tola naya tola, 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., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, 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 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 ), prime coat (low porosity)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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight s
Tender For rrsmp/25-26 purnea/05 - fasia chowk to barhari sima ( seikh tola), 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., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., 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 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 ), prime coat (low porosity)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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technic
Tender For rrsmp/25-26 gaya/01 - construction of road domuhan road - tirkha under mmgsuy head in bodh gaya block, clearing and grubbing road land 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, excavation 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 subgrade and earthen shoulders :- 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., granular sub-base with well graded material (table 400.1) :- 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.for grading ii material, wbm grading 3 :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat :- 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., tack coat :- 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., tack coat :- 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., mix seal surface :- providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509, semi-dense bituminous concrete :- 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
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
Tender For rrsmp/25-26 masaurhi/03 - nh-83 belpatra nagar to bakarpur tak path, 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, excavation 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 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. for 1000 m lead @ 20 %, 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. for 100 m lead @ 80 %, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, granular sub-base with well graded material(grade 2) : 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., water bound macadam gr iii : 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, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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 t