Latest grader hiring Tenders | Government grader hiring Tenders

CTN :39527609

22 Mar, 2025 NA

Bandipora - Jammu And Kashmir

Tender For supply of machinery and equipment bid - prismatic compass , dumpy level , transit vernier theodolite , leveling staff , plain table , cross staff , optical square , simply supported beam apparatus , friction slide appratus , screw jack , vibrating table , cube moulds , cylinder mould , concrete mixer , standard sieve set , soncrete sest sammer , le chatelier apparatus , vicat apparatus , proctor test apparatus , modified proctor test apparatus , vane shear test , direct shear test , shrinkage limit apparatus , permeability testing apparatus , los angeles abrasion testing machine , california bearing ratio test , aggregate impact tester , ductility test of bitumen apparatus , standard penetration test , bod analysis system

CTN :39511244

07 Mar, 2025 13.01 Lacs

Multi City - Karnataka

Tender For supply of materials and machinery for construction of panchayath building at mahishwadagi villege of athani taluka - atn9 hom of vibrator 0.71 days, atn8 plasticizer / super plasticizer, atn7 mixer (concrete) - 1 cum capacity, atn6 portland cement, atn5 broken stone aggregate 12 mm to 10 mm size, atn4 broken stone aggregate 20 mm size, atn3 broken stone aggregate 40 mm size, atn23 providing and removing centering, shuttering, strutting, propping etc., and removal ofform work for foundations, footings,, atn22 burnt bricks class 35 (non modular), atn21 casurina poles 100 - 150 mm, atn20 stone chistler class ii, atn2 coarse sand (zone iii), atn19 mason class ii (with tools), atn18 mason class i (with tools), atn17 boulders, atn16 size stone 20 x 20 x 25 cms, atn15 mixer (concrete small used in culvert), atn14 bond stone 20 x 20 x 45 cm, atn13 rubble stones, atn11 binding wire, atn-1 granite/trap broken metal 100 mm and down size, atn10 tmt bars fe 500, atn36 providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on10mm thick cement plaster, atn35 providing and laying flooring using prepolished water cut/ gang saw 19mm thickgranite laid with a bed of 20mm thick cost of all materials mortar and etc complete, atn31 providing and fixing m.s.grill work for windows and ventilators weighing 21kg/sqm usingm.s. flats, or m.s. square rods, or combination of m.s. flats and square rods as per approved design,drawing including cutting steel sections and welding the same to required pattern with a coat of red leadprimer, cost of materials, fixtures, labour and hom of machinery complete as per specifications, atn30 providing and fixing in position fully panelled matti / nandi wood shutters for doors, stylesand rails of 30mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as perdrawing and panels of 20mm thick including cost of materials, labour, hom of machineries complete asper specifications. ( excluding cost of fixtures ), atn26 providing and removing centering, shuttering, strutting, propping etc., and removal ofform work for chejja, atn24 providing and removing centering, shuttering, strutting, propping etc., and removal ofform work for columns, atn48 supply of display name board, atn47 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability forhot & cold water supply, including all cpvc plain & brass threaded fittings i/c fixing the pipe with clampsat 1.00 m spacing. this includes jointing of pipes& fittings, with one step cpvc solvent cement and thecost of cutting chases and making good the same including testing of complete as per direction ofengineer-in-charge. concealed work, including cutting chases and making good the, atn46 providing and placing on terrace, polyethylene water storage tanks with manhole lidand suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flowpipes, including cost of all materials, labour, transport charges, hom of equipments and testingcomplete as per specifications.(for 1000 litre capacity) as per is 12701 1996. specification no.kbs13.22, atn45 providing and installing at site of work p.v.c. pipes including cost of pipes andspecials and labour, including lowering into trenches, laying true to line, level and perfect linking at jointsleak proof including jointing of approved type with all labour and lift charges, handling charges includingencasing the pipe alround to a depth not less than 15 cms with gravel or selected earth available fromthe excavation etc. complete. for pvc pipes of 4 kg./cm2 110 mm, atn44 providing and installing at site of work p.v.c. pipes including cost of pipes andspecials and labour, including lowering into trenches, laying true to line, level and perfect linking at jointsleak proof including jointing of approved type with all labour and lift charges, handling charges includingencasing the pipe alround to a depth not less than 15 cms with gravel o

CTN :39491742

07 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb wbm work ward no. 26 to 55, dausa. - providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion., grading - iii material, coarse graded granular sub-base material 53 mm to 26 .5mm, carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m., construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)drain work, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is: 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer. note : e/w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., 450 mm internal diameter, 600 mm internal diameter, hydraulic excavator of 1 cum bucket (with deasel, driver & helper)

CTN :39361666

03 Mar, 2025 50.00 Lacs

Kishangarh - Rajasthan

Tender For w no 14 different works-, earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying lean cement concrete 1:4:8 in 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 blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length onstruction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, ompacting with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, plain cement concrete mix with concrete mixer & vibrator 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 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 pcc m-20, providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii (6 kg/sqcm) suitable for potable water with rubber ring joints (as per is 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer., providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in-charge. exposed on wall 20 mm nominal outer dia .pipes., earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of engineer for following depths, below naturalground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level code) 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., "providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shutteringt - all work upto plinth level1:1:3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20mm nominal size)", 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) includingpointing with cement mortar 1:2 (1 cement : 2 stone dust) with anadmixture of pigment to match the shade of stone.30.27.1 red sand stone, providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on co

CTN :39487539

04 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb & wbm work ward no. 26 to 55, dausa.-, providing, laying, spreading and compacting of granular sub-base by providing close graded maternal (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by max in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion, , grading-iii maternal, , coarse graded granular sub-base material 53 mm to 26.5mm, , carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, , dressing of earth work in surface excavation including cutting and filling upto 30cm depth mcluding disposal of excavated earth upto som and lift upto 15 m, , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305 (lead taken upto 5 km), , random rubble masonry with hard stone in foundation and plinth cement mortar 16 (1 cement 6 coarse sand), , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 124 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), , drain work, , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level, , 148 (1 cement 4 fine/coarse sand 8 graded stone aggregate 40 mm nominal size), , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is. 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer note e/w to be measured and paid separately length of pipe shall be measured in between the outer wall of two manholes /inspection chambers. pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., , 450 mm internal diameter, , 600 mm internal diameter, , hydraulic excavator of i cum bucket (with deasel, driver & helper)

State Government

CTN :39355036

05 Mar, 2025 3.50 Crore

Belagavi - Karnataka

Tender For supply of materials from eligible contractors/vendors for the management of problemetic soils at dist belagavi under mgnrega-rps scheme - end caps for pvc and joint repairs, display board/cib.-, providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1 4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications., providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1 8 (uncoursed), bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications, providing and laying in position plain cement concrete of mix 1 4 8 with opc cement at 180kgs, with 40mm and down size graded granite metal coarse aggregates at0.85cum and fine aggregtes at 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, hom of machinery, curing complete as per specifications., providing and installing at site of work p.v.c. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour and lift charges, handling charges including encasing the pipe alround to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. for pvc pipes of 6 kg./cm2 110 mm, dia-80 mm . perforated corrugated pvc pipes conforming to is 9271 with pre wrapped 250gsm. , dia-100 mm. perforated corrugated pvc pipes conforming to is 9271 with pre wrapped 250 gsm

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