Tender For construction of community centre at murgaghutu and kadma village under csr - clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared , earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by eic , filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1 point 5 m , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete , providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level is to 1 is to 3 is to 6 ratio 1 cement is to 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size , providing and laying in position specified grade of reinforced cement concrete including the cost of centering shuttering finishing and excluding cost of reinforcement all work up to plinth level 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and struts etc above plinth level up to floor five level including cost of centering shuttering finishing and excluding cost of reinforcement 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in beams suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level including the cost of centering shuttering finishing and excluding cost of reinforcement with 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii ratio 3 graded stone aggregate 20 mm nominal size , brick work with common burnt clay fps non modular bricks of class designation 7 and half in foundation and plinth in cement mortar 1 cement 6 coarse sand , brick work with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level in all shapes and sizes in is to cement ratio mortar 1 is to 6 ratio 1 cement 6 coarse sand , half brick masonry with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level cement mortar 1 is to 4 ratio 1 cement is to 4 coarse sand , supplying and stacking or filling for soak pit at site over burnt jhama brick aggregate 90 mm to 45 mm , cement concrete flooring 1is to 2 is to 4 ratio 1 cement is to 2 coarse sand is to 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate cement make nuvoco lafarge or ultratech or acc or as per direction of eic , steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500 d or more make sail tata jindal , 15 mm cement plaster on the rough side of single or half brick wall of mix is to 1 is to 6 ration 1 cement is to 6 fine sand ratio rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratec
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
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)
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)
Tender For corrigendum : civil lab equipments - digital compression testing machine capacity, hydraulic bench, digital direct shear test apparatus, 2kn, total station with stand and all accessories, gnss based survey, dgps (digital global positioning system), cube mould 150 mm, cube mould 70.6mm, digital electronic balance 10 kg capacity, electronic balance capacity 30 kg, vicat apparatus:, flash and fire point apparatus, reynold s apparatus, vernier transit theodolite, universal oven, permeability apparatus (is: 2720 part 17), mortar cube vibrating machine, b. o. d. incubator, curing tank, torsion testing machine, rockwell hardness testing machine, metallurgical microscope, compression testing machine, aggregate impact testing machine, digital planimeter, ductility test apparatus
Tender For matarial supply for nrega scheme and other - p.p.c., white cement, fine prechiger, rail/gravel, gravel local, ballast stone brick for other than road work, 400mm measurement hand broken sit boids cart 1/11), 400mm stone broken boids cart 1/11, amin stone broken boids cart 12/10/6 tikesher, samyo for road work, 63-40mm stone broken boids cart 1/11, 63-40mm hand broken stone road boil cut 1/11, 90-45mm. hand broken stone aggregate, kori ravish boyce cart 1/6), yevla boids cut 1/6), binding samayi 14-6) (dal cut 1/, brick (22.5117.50 cm), first class (stassi, second class, solin khareja chilai stone, masonry bera (, masonry ratha (chi, baranja soling (for digging work upto 15cm height), baranja soling (for road paving work 23cm height), arch width of sheet 10-12 length 2-3 morai 2.5-357, stone sheet (flaky materia(3-4" thick & length, 1-2" width, sandstina dpc, sl, coping lintel, tand almira et, 250mm thickness upto 25-40mm thickness, upto 40-50mm thickness, upto 2300 sq. cm, polished kota stone one side side, upto 1000 sq. cm, upto 901 to 2300 sq. cm, upto 2300 sq. cm, marble stone carving mirror 20mm thick, upto 900 sq. cm, upto 901 to 2300 sq. cm, upto 2300 sq. cm, marble chips, marble powder, marble stone (rajasthani 20mm thick), upto 900 sq. cm, upto 901 to 2300 sq. cm, upto 2300 sq. cm, stone grate, single pail 100 x 75 mm, double pail 125 x 75 mm., stone pail, upto 1.5 m length, minimum 40mm thick , 1.5 m to 2.40 m length, minimum 50mm thick , 2.4 m to 3.0 m length, minimum 65mm thick , above 3.0 in length, minimum 75mm thick , precast tiles/rocks , glazed su-30x45 cm , verified size-60x60 cm , interlock tiles/b rick/block for road work , cement interlocking block m-30grade, 80mm thick , fittings with local cash. for doors, windows and furniture), others / teak, factory made doors (30 mm thick, solid and single sheet), structural steel, iron (tor steel fo-415/500 for reinforcement, widing via 18 gauge, iron girders, conia iron square green/leaf angle aman, jage wine and 14 quaestrad/34 jani, barbed iron lar size 12 guage wire and 12 guage strad/12, iron mesh (24 gauge, 14 mesh, module gi box, 2 for soil, 3 for module, module base and cover plate, 2 for module, 3 for module, modular swaying in, 15 marked, sp 5/6 ampere, sp 15/16 ampere, modular circuit outlet, marked, 6 pin 15/16 amp, steel fastener 5 mm 75 mm, scb db, 2+2 way, spn, single door, 2-4 in, spn, single door, 2+6 in, spn, single door, gi pipe (medium thickness., 15.00 mm dia, 40.00 mm dia, copper wire 8 swg (4.00 mm dia) (0.117 kya/m), ci/ms cover plate attached to frame with locking arrangement, pvc water tank body cover (as per 15:12701-1989, diesel road roller 8 to 10 ton, tractor (25-40 hp), tractor trolley, tractor water tanker samta 4000 liter weight, cement ket mixer 5-7 cubic feet, pumping set 15 hp, niddle/plate better mm operator, -grinding machine with operator big, motor i.e.), compressor, hydraulic excavater/cb (bucket capacity 0.4cum), scraper, shuttering ply with beam and other material, shuttering ply with batti and other material, shuttering nohe plate with batti and other material