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Tender For various works in sub tehsil longowal - patwari cabins:-scraping cement outer plaster, scraping cement inner plaster, cement rendering on plaster 1mm thick, 12.5 mm thick cement plaster 1:4, 20mm thick cement paster 1:4, first class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level., 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure, 12.5 mm thick cement plaster 1:5, 20mm thick cement paster 1:5, preparation of plastered or concrete surface or painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish, applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface, distempering with acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade, finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sq, providing and laying vitrified floor tiles in different sizes in light colour shades made using full body technology (thickness to be specified by the manufacturer) with water absorption s less than 0.08% and conforming to is : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) size 600x600 mm, providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%, light reflection > 85%, thermal conductivity k = 0.052 - 0.057 w/m k, fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t-grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized@120 gsm) comprising of main t runners of 15x32 mm of length 3000 mm, cross t of size 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter m-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main t . the system should rest on periphery walls /partitions with the help of gi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall s.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of theengineer-in-charge.with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6)size 595x595 mm, earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres., cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type, first class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth, base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mix
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 post flood maintenance and restoration work in 4 (four) nos. school under amarpur block, gomati district during the year 2024-25/2nd call - dismantling gs sheet roofing including ridges, hips, valleys, gutters wind ties etc. includingdismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the engineer- in-charge., demolishing cement concrete manually / bymechanical means including disposal of materialwith all lifts and upto 50 m lead etc. complete as per direction of the engineer- in-charge:-, dismantling doors, windows and clerestory windows(steel or wood) shutter including chowkhats,architrave, holdfasts etc. complete and stackingwithin 50 metres lead :, providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering --all work upto plinth level:, providing corrugated g.s. sheet roofing includingvertical/curved surface fixed with polymer coated jor l hooks, bolts and nuts 8 mm diameter withbitumen and g.i. limpet washers or with g.i. limpetwashers filled with white lead and including a coatof approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to anypitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever requiredetc. complete as per direction of engineer-in-charge., providing ridges or hips of width 60 cm overall widthplain g.s. sheet fixed with polymer coated j or l hooks,bolts and nuts 8 mm dia g.i. limpet and bitumenwashers etc. complete as per direction of engineer-incharge., providing and fixing 1mm thick m.s. sheet door withframe of 40x40x6mm angle iron and 3mm m.s. gussetplates at the junctions and corners, & with cleats withbolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-, providing wood work in frames of doors, windows,clerestory windows and other frames, wrought framedand fixed in position :, providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brickaggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. all complete as per direction of engineerin-charge., finishing walls with water proofing cement paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the engineer in charge., finishing with epoxy paint ( one or more coats ) ofapproved brand and manufacture at all locationsprepared and applied as per manufacturersspecification on old work including preparation ofsurface etc. as required complete as per direction of the engineer in charge:- on steel work.
Tender For corrigendum : khor marg se rajbhar basti sampark marg - providing, laying, spreading and compacting of sukrut stone stone aggregates of specific sizes(22.4-53mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density grading-3 as per technical specification clause 405.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compresser as per technical specification clause 503 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen vg-10 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 three wheel static roller 80-100 kn capacity ,finished to required level and grades to be follwed by seal coat of type -c as per technical specification clause 508.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)
Tender For corrigendum : kori basaratia se jalalpur hundaraha marg - providing, laying, spreading and compacting of sukrut stone stone aggregates of specific sizes(22.4-53mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density grading-3 as per technical specification clause 405.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compresser as per technical specification clause 503 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen vg-10 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 three wheel static roller 80-100 kn capacity ,finished to required level and grades to be follwed by seal coat of type -c as per technical specification clause 508.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)
Tender For corrigendum : hamidpur konia muslim basti - providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compresser as per technical specification clause 503 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen vg-10 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 three wheel static roller 80-100 kn capacity ,finished to required level and grades to be follwed by seal coat of type -c as per technical specification clause 508.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)
Tender For corrigendum : supplying and stacking various types of building, road and other construction materials at various palces of taluka mahemdabad under taluka panchayat, mahemdabad under mgnrega ( annual unit rate ) - brickaggregate (single size):40 mm nominal size, stone aggregate(single size):63 mm nominal size, stone aggregate(single size):50 mm nominal size, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 12.5 mm nominal size, stone aggregate(single size): 10 mm nominal size, stone aggregate(single size): 06 mm nominal size, safeda ballies 125 mm diameter, coal tar, blasting powder, brick bats, wire brush, soft brush, portland cement, white cement, coal (steam), cement concrete jali 50 mm thick, cement concrete jali 40 mm thick, cement concrete jali 25 mm thick, unslaked lime, marble dust/ powder, marble chips up to 4 mm and downsize white &black, silicon and acrylic emulsion, moorum, dry distemper, oil bound washable distemper/ acrylic distemper, linseed oil (double boiled), distemper primer, aluminium paint, acid proof paint (chocolate or black), black japan, enamel paint, plastic emulsion paint, water proofing cement paint, black colour dark shade pigment, green or blue medium shade pigment, coarse sand (zone iii), fine sand (zone iv), galvanised steel plain sheets, standard quality hard board sheet 3 mm thick, standard quality hard board sheet 4.5 mm thick, shellac, spirit, mild steel round bar 12 mm dia and below, mild steel round bar above 12 mm dia, average rate of mild steel round bars for reinforcements, twisted steel/deformed bars, structural steel such as tees, angles, channels and r.s. joists, brickaggregate (single size):40 mm nominal size, stone aggregate(single size):63 mm nominal size, stone aggregate(single size):50 mm nominal size, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 12.5 mm nominal size, stone aggregate(single size): 10 mm nominal size, stone aggregate(single size): 06 mm nominal size, safeda ballies 125 mm diameter, coal tar, blasting powder, brick bats, wire brush, soft brush, portland cement, white cement, coal (steam), cement concrete jali 50 mm thick, cement concrete jali 40 mm thick, cement concrete jali 25 mm thick, unslaked lime, marble dust/ powder, marble chips up to 4 mm and downsize white &black, silicon and acrylic emulsion, moorum, dry distemper, oil bound washable distemper/ acrylic distemper, linseed oil (double boiled), distemper primer, aluminium paint, acid proof paint (chocolate or black), black japan, enamel paint, plastic emulsion paint, water proofing cement paint, black colour dark shade pigment, green or blue medium shade pigment, coarse sand (zone iii), fine sand (zone iv), galvanised steel plain sheets, standard quality hard board sheet 3 mm thick, standard quality hard board sheet 4.5 mm thick, shellac, spirit, mild steel round bar 12 mm dia and below, mild steel round bar above 12 mm dia, average rate of mild steel round bars for reinforcements, twisted steel/deformed bars, structural steel such as tees, angles, channels and r.s. joists