Get complete information related to latest White Sand Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic White Sand Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding White Sand Tenders.
Tender For construction material work in gram panchayat madolai-, ghadla kankar jhajra, , mortar - mud / mortar, , lime of bud bhat for masonry work, , cement, , ppc, , white cement, , fine aggregate, , sand gravel, , gravel - local, , rakhi (fly ash), , surkhi, , stone dust (in masonry work), , ballast stone and brick (for other than road work), , 40mm measuring stone (hand broken grit) (cut voids 1/11), , 40mm grit stone (broken by crusher) (cut voids 1/11), , 20mm grit of mathar (broken by crusher), , 12/10/6mm grit stone (broken by crusher), , brick mortar, , material for road work (including 5 km lead), , 63-40mm crushed stone aggregate (cut voids 1/11), , 63-40mm hand broken stone aggregate (wides cart 1/11), , 90-45mm. hand broken stone aggregate (cut voids 1/11), , quarry rubbish (cut voids 1/6), , gravel (cut voids 1/6), , conker (cut voids 1/6), , binding material (pi 4-6) (cut voids 1/6), , brick (22.5 x 11 x 7.50 cm), , first class, , ii class, , soling / kharanja / masonry stone, , chinrai beradda (rr), , masonry course (cr), , kharanja soling (for flooring work upto 15cm height), , kharanja soling (23cm height for road kharanja work), , jodhpuri type stone strips / arches / planks (length 2-3', width 10-12", thickness 2.5-3.5"), , flaky material(3-4" thick & length and width 1-2"), , sandstone(dpc,sill,coping,lintel,tand,almirha etc), , up to 25mm thickness, , up to 25-40mm thickness, , upto 40-50mm thickness, , up to 50-75mm thickness, , upto 75-100mm thickness, , upto 100-150mm thickness, , floor / strip paving stone, , floor planks upto 35mm thick, min. 3 sqft or more area, , katla for strip paving 60-75mm thickness, min. 3 sqft or more area, , unpolished rough kota stone, , upto 900 sq.cm, , 901 to 2300 sq. cm, , more than 2300 sq.cm, , polished kota stone (one side polished), , upto 900 sq.cm, , 901 to 2300 sq. cm, , more than 2300 sq.cm, , marble stone (makrana adanga 20mm thick), , 901 to 2300 sq. cm., , upto 900 sq.cm, , more than 2300 sq.cm, , marble chips, , marble powder, , marble stone (rajnagar ii quality/local 20mm thick), , 901 to 2300 sq. cm, , up to 100 sq cm, , more than 2300 sq.cm, , stone threshold, , single pattam size 100 x 75 mm., , double pattam size 125 x 75 mm., , stone slabs, , up to 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 m length, minimum 75mm thick, , precast tiles / blocks, , glazed size-30x45 cm, , mosaic size-40mm thick, , vitrified size-60x60 cm, , interlock tiles/brick/block for road work, , cement interlocking block m-30grade, 60mm thick, , cement interlocking block m-30grade, 80mm thick, , cement interlocking block m-30grade, 100mm thick, , fr pvc insulated copper conductor single core, , cable isi marked, , 1.50 sq mm., , poojaar's, , 2.50 sq mm., , 0.50 sq mm., , 1.00 sq mm., , 4.00 sq. mm., , 6.00 sq. mm., , local wood with fittings (for doors, windows and furniture), , mango, , acacia, , other, , factory made doors (30mm thick, solid core single door), , structural steel, , iron (for tor steel fe 415/500 reinforcement), , winding wire 18 gauge, , iron guard, , angle iron square rebar leaf angle iron, , barbed iron wire(size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, , cement concrete poles for wire fencing length 2.5 m average, , size 0.10*0.15 meter 4mm diameter high tension steer wire 8 nos, , including, , 150 cm high fencing of precast r.c posts of 15cm*15cm tapered to10*10cm at top placed at every 3m apart 30cm in ground embedded in cement concrete 1:3:6 (30*30*45cm) corner and every tenth posts to be strutted with same r.c. posts provided with 6 horizontal lines and two diagonals of black barbed wire between the two posts fitted and fixed with g.i. staples including earth work in excavation etc. complet, , forged, , iron mesh (24 gauge, 14 mesh), , cement concrete lattice sky underworld 40mm thick, , glass, , 3 mm thick glass, , 5 mm thick glass,
Tender For improvement of panchukuyian cremation ground by providing shed on burning pairs and chequeed tiles, whitesand stone, granitee work, distempering etc. in ward no.82/kbz.
Tender For rrsmp-24-25 muzaffarpur east -1 -01 - t02 - bargaw to shankarpur, 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, scarifying 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., 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., wbm grading 3 (by mechanical means ) :- 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., wet mix macadam:- 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., 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- 1.0 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., bituminous macadam -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., 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., 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 p
Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), 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, scarifying 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 existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., 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., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, 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., wbm grading 3 (by mechanical means ) :- 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., wet mix macadam:- 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., 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- 1.0 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., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci
Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m
Tender For sh formation cutting for carpet area of building retaining wall breast wall as site development - excavation in soil in hilly area by in hard rock (blasting prohibited)) by mechanical means( hydraulicexcavator) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead as per technical specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. recovery for useful stone of 214.14 cubic metre@ rs.300/- cum.(rupees three hundred per cubic metre) amounting to rs 64244 /- only , which shall be done on prorata basis for the quantity of cutting in earth work effected. any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 pcc grade m-10 nominal mix 1:3:6(one cement : three sand : six graded stone aggregate ) within all leads and lift including carriage of materials and as per direction of engineer-in- charge. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. , providing and laying stone masonry within hard stone in foundation and plith including levelling up with cement concrete 1:6:12 (one cement :six sand : twelve graded stone aggregate 20mm (twenty millimetre nominal size ) in cement mortar 1:6( one cement :six sand)within all leads and lift including carriage of materials and as per direction of engineer-in- charge., providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm(one hundred milimeter dia pvc pipe extending through the full with of the structures with slop of 1(one)(v):20(twenty)(h) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7. as per mord specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material. as per drawing and technical specification of mord 800 & 1200(eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, i
Tender For refurbishment repair maintenance of dmmu - toilet, earthwork (earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.), flat brick soiling supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating anddressing complete., indian type toilet pan (providing and fixing water closet squatting pan (indian type w.c.pan ) with 100 mm sand cast iron p or s trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and floors wherever required :white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests), brick work in superstructure above plinth level upto floor v , cement mortar 1:6 (1 cement: 6 coarse sand ), cement plaster in course sand 1:5(1 cement: 4 coarse sand), footpath way for toilet and shed area providing and laying 60 mm thick factory made cement concreteinterlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all complete as per the direction of engineer-in-charge., front and back side way to toilet, parking shed area, white washing, celling, inner wall and outer wall (removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc complete and distempering with dry distemper of approved brand and manufacture ( one or more coats ) and of required shade on old work to give an even shade .), painting of door, window and channel (painting with synthetic enamel paint of approved brand and manufacture to give an even shade two coats on old work.), flooring, demolishing cement concrete including disposal of material within 50 metre lead:1:4:8 or leaner mix, providing designation 75 b one brick flat soiling joints filled with local sand including cost of watering taxes royalty allcomplete as per building specification and direction of e/i, providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mmnominal size), providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in pannels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of e/i, providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality. (1.0 mm thick), roof, providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2, parking shed