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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, , cementconcrete 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 cementconcrete 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), , cementconcrete lattice sky underworld 40mm thick, , glass, , 3 mm thick glass, , 5 mm thick glass,
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., cementconcrete 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 cementconcrete 1:8:16 and 100mm sand filling using mechanical mixer for mix
Tender For providing, laying, jointing and fixing of pvc pipes 6kg/cm2 isi marked as per isi-4985 ( isi marked with prior approval of engineer-in-charge) casting along the trenches and laying the same in trenches to correct alignment and gradients, cutting. jointing and testing complete as per specifications . including specials and excavationa) excavation by mechanical means (for more than 3 mtr street width)pvc pipe 63mm o/dpvc pipe 75mm o/d pvc pipe 90mm o/d pvc pipe 110mm o/dpvc pipe 160mm o/db) excavation by mannual means (for more than 3 mtr street width)pvc pipe 63mm o/dpvc pipe 75mm o/ddismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal positionpvc pipe 63mm o/ddismantling of mattalled road and reconditioning of road cut in its original condition. (for road crossing)dismantling and re-fixing of interlocking tilepvc pipe 63mm o/ddismantling of cementconcrete road and restoration in original condition complete in all respectproviding and fixing c.i/d.i flanged end stem of ss (ais 1410) and bronze (gunmetal) working parts sluice valves isi marked 14846-2000 including jointing,testing&costs of nuts and bolts & insertion of sheet, all carriage complete (with approval of engineer in charge (ivc/kirloskar/audco or equivalent make)80mm i/d100 mm i/d150 mm i/dconstruction of masonry sluice valve chamber excluding sluice valve cover as per standard design & drawings of public health size 0.6m x 0.6m0.9m x 0.9mmaking connection with existing pipe line "house service connections providing proposed water connection to house hold up to wall with providing, laying jointing, testing gi pipe lines 15mm i/d=2.50 mtr b- class ,( above gl), prov. & fixing mdpe pipe 15mm i/d with specials 2.00 mtr (below gl) including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and isi marked 15mm i/d gm ferrule as per is: 2692 and 3"" i/d clamp with c.i bib cock 15mm i/d as per is:210 with stainless steel spindle of approved make as per ."carriage of material sandbajribricksextra of steel fe-500
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, cementconcrete, 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 corrigendum : construction of concrete road including masonry box drain at arabindapally from h/o pankaj adhikari to h/o sanjoy roy under ward no.21 under bidhannagar municipal corporation. (under ssm scheme) (3rd call)
Tender For corrigendum : construction of concrete road including masonry box drain at adarshapally from h/o biraj roy to h/o goswami bari via h/o sanat saha within ward no.21 under bidhannagar municipal corporation. (councillor fund)
Tender For corrigendum : construction of concrete road including masonry box drain at jotinagar from h/o minati biswas to h/o swapan chakraborty within ward no.21 under bidhannagar municipal corporation. (councillor fund)
Tender For corrigendum : provision of pillar upto 1.5 height for demarcation of defence land at hirakund - excavation in post hole (or similar hole) each n exc 0.50 cum, getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n. exc 25 cm etc and getting out soft/ loose soil complete all as specified and directed, m & l for providing precast cementconcrete, type b-1 1:2:4 (using 20 mm graded mechanically graded stone aggregates) in win- dow or door cills, lintels, bressumers, steps,quoin blocks (foruse with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin).corbels, brackets,etc. (of any section indicated), with plain fair faces,including chamfers, weatherings,throat- ing etc. and setting in mortar(1:4)complete with joints to match all as specified and directed., m&l for pcc 1:3:6 type d2 using 40 mm graded stone aggregate as in foundation filing and mass concrete., m&l for mild deformed tmt steel bars 10mm dia and over, cut to lenght, bent to shape required, including crandking, bending spirally for hooping fro columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed, ditto, above but 5mm and over upto and including 10mm dia in stirrups, spacers and binders, removing excavated material(soils) n exc 50 and desposting where directed at a level n exc 1.5 at a level n exc 1.5m above starting point complete all as specified and directed by eng in charge., s&f for mild steel work as in posts and struts etc in fencing including cutting tops to shapes as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to fe-290 gde e-165 complete all as specified, m & l for writing letter or figured (block, roman, italic or indian) over base coat n exc 30 cm height with synthetic enamel paint complete all as specified and directed., m&l for preparation of newly untreated steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer exc 10 cm width or girth, not otherwise described complete all as specified and directed., mild steel of thickness 0.63mm , plain, blacksheet in wall cladding,steel gates and similarwork, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required
Tender For renovation of approach road of a b c type i ii and iiiquarters in ucil housing colony jaduguda - earth work in excavation , filling available excavated earth ,supplying and filling in plinth , providing and laying plaincementconcrete 1 isto 3 isto 6 , providing and laying inposition cementconcrete , providing and laying reinforcedcementconcrete work , steel reinforcement , providing andlaying 1st class brick work , half brick masonry with common burnt clay f.p.s , providing and laying 12 mm thickcement plaster , providing 15 mm thick cement plaster ,providing and laying 12 mm thick cement plaster 1 isto 4 ,providing and fixing centering and shuttering ,transportation of excavated earth , surface dressing of theground