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Tender For mr-n/25-26/jhajha/02 - basbutiya to basahara road, providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, 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, scrarifying existing bituminous surface to a depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4, 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 & 100 m as per technical specification clause 303.1. (including royality & labour cess)., 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 0.90- 1.2 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 applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., 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 dry lean concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to is 383 , the size of coarse agg. not exceeding 25mm , agg. cememt ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not to be less tha
Tender For hiring of machinery - hydraulic excavator of 1 cum bucket, tractor trolly, smooth wheeled roller 8 tonne, vibratory roller 8 tone, water supply tanker of 5000 liter capacity, concrete mixer 0.4/0.28 cum, hire charges of concrete mixer 0.14 cubic metre, vibrator (needle type 40 mm), surface vibrator, welding by gas plant, welding by electric plant, water tanker 6 kl capacity
Tender For corrigendum : supplying and stacking various type of building, road & other construction materials, at various places of taluka garbada dist dahod under taluka panchayat, garbada dist dahod under mgnrega (annual unit rate) - hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel roadroller- 8 to 10 tonne, hire charges of diesel truck-9 tonne, vibrator (needle type 40 mm), hire and running charges of tipper, surface vibrator, hire and running charges of light crane, tractor with trolley, tipper -5 cum, vibratory roller 8 to 10 tonne, tandem roadroller, water tanker 5 to 6 kl capacity, generator 100 kva/125, hire charges of diesel truck - 9 tonne (without pol), hire charges of drill machine upto 30 mm dia, hire charges of compressor
Tender For supply of construction work items and machinery on rent for nagar parishad chichli for fy 2025-26 - items list for rate, aggregate (40mm), crusher stone dust, sand, bazara (ctjk), muram/copra (eqje@ctjk), yellow soil (ihyh fev~vh), farsi/cheep (qlhz@phi), bricks (open bhatta), bricks (flyash), cement ppc 43 grade (50kg), jcb machine (with diesel and driver) on rent, poklane machine (with diesel and driver) on rent, roadroller (with diesel and driver) on rent, vibratory roadroller (with diesel and driver) on rent, paver block - 60mm - m30 with laying work, paver block - 80mm - m30 with laying work, paver block - 100mm - m30 with laying work, paver block - 60mm - m30 - reflactive rubber molded, hume pipe - 150mm dia n.p.3, hume pipe - 300mm dia n.p.3, hume pipe - 450mm dia n.p.3, hume pipe - 600mm dia n.p.3, hume pipe - 1000mm dia n.p.3, hume pipe - 1200mm dia n.p.3, white putty - as per isi specification, binding wire, flag stone 40 mm to 60 mm, flag stone 150 mm to 200 mm, kota stone - 1 to 1 1/4, reinforcement - 8mm, reinforcement - 10mm, reinforcement - 12mm, reinforcement - 16mm, half round r.c.c. pipe - np2 - dia 150mm, half round r.c.c. pipe - np2 - dia 300mm, half round r.c.c. pipe - np2 - dia 450mm, mesh jali steel gi chain fabric fencing, angle iron all size - mild steel, steel bar all size up to 25 mm - mild steel, steel bar all size up to 25 mm - tor steel, steel door with all fittings - angel iron 30x30x5 mm flat iron 25x5 mm sheet 18 gauge, windows with all fittings - angel iron 30x30x5 mm flat iron 25x5 mm sheet 18 gauge, distemper - (interior) isi, emulson - interior isi, oil paints - all color, oil paints - all color, brushes - 1", brushes - 2", brushes - 3", brushes - 4", brushes - 5", brushes - 6", steel centring shutering with fitting and cartling, wood centring/shutring with fitting & carting, labour for distemper washing, labour for emulsion washing, labour for oil paints painting, labour for putty double coat with finishing, labour for steel binding, labour rate for repairs work - per day minimum 08 hours, distempring with distempar & labour - with t & p double coat, emultion with paints & labour - with t & p double coat, oil paints with paint & labour - with t & p, concrete mixer machine with diesal & operetor - per day minimum 08 hours, plate vibrator with petrol & operetor - 2 hp - per day minimum 08 hours, plate vibrator with petrol & operetor - 3 hp - per day minimum 08 hours, pin (needle) vibrator with petrol & operator - per day minimum 08 hours, tiles all size - isi mark, vetrified tiles isi mark - 60 x 60 cm 10mm thik 15:15622, glezed tiles isi mark - 300 x 300 mm 10 mm thik 15:15622, labour for - tiles fitting, tractor with trolly, dammer - per drum of 100 kg, bull dozzer - , , , on , on ,
Tender For annual rate: 2025-26 rates of supplying, stacking bituminious materials and labour work on various roads of vyara and dolvan taluka dist- tapi. - providing and laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99 percentage by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tack coat and 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 contractors own machinaries, drum mix plant and mannual finish etc. complete. (manual laying), providing and laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99 percentage by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tack coat and 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 contractors own machinaries, drum mix plant and paver finisher etc. complete. (paver finish), providing, laying and 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 3.4percentage 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 contractors own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual laying), providing, laying and 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 3.4percentage 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 contractors 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. 3.36percentage 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 contractors 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. 3.36percentage 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 contractors own machineries and equipment tools etc. complete in accord
Tender For annual rate : 2025-26 rates of supplying , stacking bituminious materials and labour work on various roads of uchchhal taluka dist- tapi. - providing and laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99 percentage by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tack coat and 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 contractors own machinaries, drum mix plant and mannual finish etc. complete. (manual laying), providing and laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99 percentage by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tack coat and 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 contractors own machinaries, drum mix plant and paver finisher etc. complete. (paver finish), providing, laying and 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 3.4percentage 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 contractors own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual laying), providing, laying and 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 3.4percentage 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 contractors 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. 3.36percentage 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 contractors 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. 3.36percentage 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 contractors own machineries and equipment tools etc. complete in accordance w