Ahmedabad Municipal Corporation - Gujarat
39933850 supply labour & wet mix material for handlaying patch work by hotmix material diffrent road in bapungar ward nz(re invite tender notice no 09)...
39933850 supply labour & wet mix material for handlaying patch work by hotmix material diffrent road in bapungar ward nz(re invite tender notice no 09)...
39933848 supplying jcb,tractor trolly with labour and machinery as per requirement in thakkarnagar ward in north zone....
39933847 labour work of water pipe line upgrading,pollution regarding work and water pipe line maintenance and leakage repairing work at ghb 755 road,ghb 74 road,ghb 401 road and diff road of gujarat housing board and different places of bapuanagar ward of north zone...
39933844 labour supply on daily basis for sluice valve operating work on main line of water in bapunagar ward nz(arc)...
39933840 labour work for patch work in diff. tp road of bapunagar ward nz arc(re invite tender notice no 10)...
39933839 labour work of water pipe line upgrading,pollution regarding work and water pipe line maintenance and leakage repairing work at ghb 45 to 50 road, nasib nagar,vorani chali,lokhnad vali chali and different block in east and west area, diff road and different places of bapuanagar ward of north zone(re invite tender notice no 09)arc...
39933834 labour work of water pipe line upgrading,pollution regarding work and water pipe line maintenance and leakage repairing work at ghb chosathiya,vihatnagar chali,ganjanagar ni chali,lokhandnagr ni chali,nasibnagar chali,gujarat housing board tran madiya diff road and different places of bapuanagar ward of north zone from mp,mla and councilor shree budget. (arc)...
39933811 labour work & maintenance work of water pipe line leckagereparing and pollution related work in ghatak 3 in saraspur rakhiyal ward of north zone...
39933805 the supplying tractor trolly with labour for monsoon in saraspurrakhiyal ward north zone (a.r.c.)...
39933802 labour work & maintenance work of water pipe line leckagereparing and pollution related work at pocket 4 of saraspur rakhiyal ward of north zone.(arc)...
39930245 tender for water pollution control, leakage repair and outsourcing of labour....
39920676 labour work of replacement of 1ph & 3ph meter and fixing new connection for amreli town sdn under amreli div 1...
39920675 labour work of replacement of 1ph & 3ph meter and fixing new connection for babra rural sdn under amreli div 1...
39920132 engineering, procurement, design, supply, installation, testing, commissioning & labour for the "variable message led display, fixed type road map signages, advertising purposes" with communication network infrastructure, fixed type road map signages along with software and all types of allied accessories including 5 year comprehensive warranty with o&m&r required at sanand 2 industrial estate, gidc as directed by engineer in charge....
39916933 tender for supply of chhota hathi and labour....
39914322 labour work & maintenance work of water pipe line leckage reparing and pollution related work at pocket 1 of saraspur rakhiyal ward of north zone. (arc)...
39914315 labour work & maintenance work regarding low water pressure, changes in network of water line & leckage reparing work at pocket 1 of saraspur rakhiyal ward of north zone. (arc)...
39914209 construction to upgradation of labour room at phc center at village jeshpor ta: jhagadia dist. bharuch...
39902928 bids are invited for manpower outsourcing services minimum wage unskilled; others; mazdoor / labour...
39888498 tender for providing, fixing and arranges furniture of new court building for industrial and labour court (furniture work consultancy)....
39886584 material purchase work; 1 cement 53grade ( portland ) m143 2 cement 53grade ( portland ) conveyance / km 5 km 5 km 3 cement 53grade ( portland ) conveyance10km to 15 km 1 km 4 cement 53grade ( portland ) conveyance15km to 25 km 1 km 5 cement 53grade ( portland ) conveyance 25km to 50 km 1 km 6 cement 53grade ( portland ) conveyance 50km to 100km 1 km 7 white cement m616 8 providing tmt bar fe 415 reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level ( upto 10 ton ) sor r&b pg no 51 5.4.11 05014ba 9 hysd bar m1059 10 tmt bar fe 500 d m689 11 providing tmt bar fe 415 reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level ( upto 10 ton ) conveyance / km 5 km 5 km 12 providing tmt bar fe 415 reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level ( upto 10 ton ) conveyance10km to 15 km 1 km 13 providing tmt bar fe 415 reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level ( upto 10 ton ) conveyance15km to 25 km 1 km 14 t.m.t bars fe 415 ( 8 mm , 10mm, 12mm, 16mm ( isi ) m573 15 t.m.t bars fe 415 ( 8 mm , 10mm, 12mm, 16mm ( isi ) conveyance / km 5 km 5 km 16 t.m.t bars fe 415 ( 8 mm , 10mm, 12mm, 16mm ( isi ) conveyance10km to 15 km 1 km 17 t.m.t bars fe 415 ( 8 mm , 10mm, 12mm, 16mm ( isi ) conveyance15km to 25 km 1 km 18 crushed stone aggregate for hard quality 40 mm size m179 19 crushed stone aggregate for hard quality 40 mm size conveyance / km 5 km 5 km 20 crushed stone aggregate for hard quality 40 mm size conveyance / km 25 km to 50 km 1 km 21 crushed stone aggregate for hard quality 40 to 63 mm size m180 22 crushed stone aggregate for hard quality 40 to 63 mm size conveyance / km 5 km 5 km 23 crushed stone aggregate for hard quality 40 to 63 mm size conveyance / km 25 km to 50 km 1 km 24 crushed stone aggregate for hard quality 20 mm size m178 25 crushed stone aggregate for hard quality 20 mm size conveyance / km 5 km 5 km 26 crushed stone aggregate for hard quality 20 mm size conveyance / km 25 km to 50 km 1 km 27 crushed stone aggregate for hard quality 10 mm size m177 28 crushed stone aggregate for hard quality 10 mm size conveyance / km 5 km 5 km 29 crushed stone aggregate for hard quality 10 mm size conveyance / km 25 km to 50 km 1 km 30 crushed stone aggregate for hard quality 6 mm to 10mm size m181 31 crushed stone aggregate for hard quality 6 mm to 10mm size conveyance / km 5 km 5 km 32 crushed stone aggregate for hard quality 6 mm to 10mm size conveyance / km 25 km to 50 km 1 km 33 hand broken stone aggregate 25mm size to 90 mm size m273 34 hand broken stone aggregate 25mm size to 90 mm size conveyance / km 5 km 5 km 35 hand broken stone aggregate 25mm size to 90 mm size conveyance / km 25 km to 50 km 1 km 36 hand broken stone aggregate 40mm size to 63 mm size m274 37 hand broken stone aggregate 40mm size to 63 mm size conveyance / km 5 km 5 km 38 hand broken stone aggregate 40mm size to 63 mm size conveyance / km 25 km to 50 km 1 km 39 coarse sand m158 40 coarse sand conveyance / km 5 km 5 km 41 coarse sand conveyance / km 25km to 50 km 1 km 42 coarse sand conveyance / km 50km to 100 km 1 km 43 fine sand m209 44 coarse sand conveyance / km 5 km 5 km 45 coarse sand conveyance / km 25km to 50 km 1 km 46 coarse sand conveyance / km 50km to 100 km 1 km 47 common burnt clay bricks conventional size m166 48 common burnt clay bricks conventional size conveyance / km 5 km 5 km 49 common burnt clay bricks conventional size conveyance10km to 15 km 1 km 50 common burnt clay bricks conventional size conveyance15km to 25 km 1 km 51 common burnt clay bricks modular size 20x10x10 cm m167 52 common burnt clay bricks modular size 20x10x10 cm conveyance / km 5 km 5 km 53 common burnt clay bricks modular size 20x10x10 cm conveyance10km to 15 km 1 km 54 common burnt clay bricks modular size 20x10x10 cm conveyance15km to 25 km 1 km 55 fly ash brick m218 56 white bela stone ( size to be measured ) m615 57 aerated light weight concrete block 600 x 200 x 200 mm m924 58 rubble m540 59 murrum / binding material m414 60 murrum / binding material conveyance / km 5 km 5 km 61 murrum / binding material conveyance / km 10km to 15 km 1 km 62 murrum / binding material conveyance / km 15km to 25 km 1 km 63 murrum / binding material conveyance / km 25km to 50 km 1 km 64 g.i sheet 0.8 mm thick corrugated class 3 m221 65 g.i sheet 0.8 mm thick plain class 3 m222 66 iron angle 75 x 75 x 6mm m636 67 g.i. j or l hooks m226 68 g.i. plain washer m227 69 stone dust m566 70 pre cast kerb block m250 grade m907 71 paver block m200 grade 60mm thick m908 72 paver block m250 grade 60mm thick m910 73 hard marrum m289 74 hard marrum conveyance / km 5 km 5 km 75 hard marrum conveyance / km 10km to 15 km 1 km 76 hard marrum conveyance / km 15km to 25 km 1 km 77 hard marrum 1 km 78 vermi compost mr 79 quarry spall. m505 80 bhusa mr 81 desi kharat ( per troly ) mr 82 bamboo stick mr 83 citizen iformation board ( cumminity work mgnrega ) nrega 84 providing and supplying of precast concrete pillar ( 8 feet ) . ( 6cm* 4cm ) mr 85 hire charges for road roller h011 86 vibratory roller 8 10 tonnes @ 100 cum per hour h020 87 hire charges for vibrator h012 88 hire charges for vibratory road roller h013 89 hire charges of surface vibrator h015 90 extra cost of centering and shuttering e012 91 binding wires m093 92 diesel m188 93 p.v.c. pipes 10 kgf / sq.cm. 110 mm dia. m442 94 through & bond stone m586 95 precast concrete blocks ( 1:3:6 ) ( 39 x 20 x 19 cms ) m647 96 mild steel bars m412 97 white glazed tiles 15cm x 15cm x 6cm. m628 98 vitryfied granite tiles 8 mm to 10 m thick 24 x 24 size dark shade m599 99 chine mosaic 12mm to 20 mm broken pieces glazed tiles 14035 sor itam ( 54 ) pg 124 100 white lime ( white washing ) m617 101 water proofing cement paint m608 102 dry distemper m194 103 distemper primer m189 104 polished kota stone slab green. 30 mm thick m491 105 guard stone m259 106 pvc water tank m916 107 flat back wash basin colour glazed 450 x 300 size m210 108 flat back wash basin colour glazed 550 x 400 size m211 109 rolling shutter rolling shutter of g.i. sheet any size grill m534 110 blasting powder m099 111 fuse m220 112 brick bats 20mm m867 113 m.s. plate / flat m379 114 water proofing materials m610 115 terrazo tiles dark shade 20 mm thick m579 116 marble slab 18 to 20 mm m390 117 marble slab stone 25mm thick double polished m391 118 granite slab ( 18 mm thick ) 1 side polished m253 119 c.i. cover with frame 300mm x 300mm m112 120 c.i. nahni trap m126 121 pvc swr nani trap is 14735 for drain 75 mm dia with jali m807 122 p.v.c. nahni trap m441 123 bevelled edge mirror 600mm x 450mm m090 124 galvanised mild steel tube medium grade 15mm dia m235 125 galvanised mild steel tube medium grade 25mm dia m237 126 gully trap 100mm x 100 mm size. m779 127 gun metal wheel valve 20mm dia m264 128 gun metal wheel valve 40mm dia. m267 129 white vitrious ching w.c. sqatting pan ( india type ) m623 130 laminated sheet 0.80 mm thick m787 131 urinal squatting type m593 132 waste pipe for wash basin c.p. 40 mm dia m603 133 p.v.c. pipes 6 kgf / sq.cm. 75mm dia. m451 134 water tanker 6 kl capacity m673 135 vitrified granite tiles 8 mm to 10 m thick 24 x 24 size light shade m691 136 providing and laying vitrified tiles 8 to 10 mm thick , 36 x 36 in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) finishing with flush pointing in white cement. rnb sor pg no 120 itam no 14008da 137 weather proof acrylic exterior emulsion paint m692 138 brick aggregate 40mm size m110 139 m.s. angel m685 140 ceramic tiles m145 141 labour charges for light fitting & diffusers e020 142 pvc swr vent cowl 110 mm dia m836 143 synthetic enamel paint m571 144 plastic emulsion paint m472 145 bitumen washer m094 146 limpet washer m368 147 mild steel for bridge work m412 148 chromium plated brass bib tap. 15mm dia. m153 149 seedling size of bag 15cm x 25cm mr 150 seedling size of bag 20cm x 30cm mr 151 citizen iformation board ( indivisional work mgnrega ) nrega 152 citizen iformation board nrega 153 providing and supplying of precast concrete pillar ( 12 feet ) . ( 6 cm* 4cm ) mr 154 providing and supplying of precast concrete pillar ( 10 feet ) . ( 6cm *4cm ) mr 155 galvanised gabion cage ( 1 x 1 x 1 m ) ( total weight=1664.00kg ) irrigation sor 156 galvanised gabion cage ( 1 x 0.60 x 0.60m ) ( total weight=999.00kg ) irrigation sor 157 providing and fixing window having extruded aluminum colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm @wt. 1.384kg / m, horizontal four track member size 122.20mm x 31.75mm x 1.10mm@ wt 1.205 kg / m, vertical member of size 122.20mm x 31.75mm x 1.50mm @1.398 kg / mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm@ 0.456kg / mt , vertical member of size 40mm x 18mm x 1.29mm @ 0.456 kg / mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window. rnb sorra pg no 109 itam no 11032 158 pro. / fix. steel door having of 40x40x5mm. iron angle, & double shutter arrangement, shutter frame of 30x30x4mm. iron angle and b.g. 22 gauge plate with hold fasts, iron hinges, handles, stopper , locking arrangement etc. comp. steel welded is built up section of oil painting over coat of primer coat etc. comp. rnb sorra 159 pro. / fix. with windows with 40x40x5mm. iron angle & frame 30x30x4 mm size in double shutter with b.g. 22 gauge sheet plates with , hold fasts , iron hinges handles, stopper , and locking arrangement etc. comp. steel welded is built up section cutting hoisiting , finishing in two coats of oil painting over coat of primer coat etc. comp. rnbra 160 r.c.c heavy duty non pressure pipe i.s. class np=3 casted by echnology vertically technology 600mm dia. m844 161 r.c.c heavy duty non pressure pipe i.s. class np=3 casted by echnology vertically technology 900mm dia. m845 162 tractor with troly rant h022 163 hire charges for mech. mixer ( extra cost ) h008 164 temporary shed ( mandap sarvis ) mnrega site work mate mr 165 carriage of stone c062 166 crushed stone aggregate for hard quality 6mm size m182 167 carriage of rubble ( upto 10 ton ) c032 168 paver block m200 grade 80mm thick mr 169 paver block m250 grade 80mm thick mr 170 carriage of bricks ( upto 10 ton ) c014 171 carriage of tiles ( upto 10 ton ) c041 172 providing and supplying of precast concrete pillar ( 8 feet ) . ( 6 cm* 4cm ) mr 173 providing and supplying of precast concrete pillar ( 6 feet ) . ( 6 cm* 4cm ) mr 174 providing and supplying of precast concrete pillar ( 7 feet ) . ( 6 cm* 4cm ) mr 175 carriage murrum 1 km 176 carriage murrum 2 km 177 carriage murrum 3 km 178 carriage murrum 4 km 179 carriage murrum 5 km 180 seeding transport including causality ( average 46 to 60 km ) mr 181 hire charges of concrete mixer 0.25 to 0.40 cum with hopper h008 182 common burnt clay f.p.s. ( non modular ) bricks class designation 7.5 m166 183 common burnt clay f.p.s. ( non modular ) bricks tile class designation 10 m167 184 20 mm dia holding down bolts m680 185 polyethylene water storage tank with cover and suitable locking arrangemnet m916 186 black colour dark shade pigment m183 187 flats exceeding 10 mm in thickness ( iii ) gusset plates 10 mm thick: m678 188 pillar tap 20mm dia m462 189 providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto surface using white cement including rounding off junctions and extending them upto 15 cm along the wall, clearing with water and oxalic acid etc. as directed. rnb sorpg no 124 itam no 14035 190 provoding and fixing flush door shutters, solid core construction with frame of first class hardwood with cross board and face veneer or plywood face panels, including anodised alluminium butt hinges with necessary screws. rnb sorpg no 83itam no 10011 ra 191 providing and fixing m.s. grills of required pattern to wooden frames of windows etc. with m.s. flats at required spacings and frame alround, square or round bars with round headed bolts and nuts or by screws. ( b ) ornamental grill rnb sorpg no 85 itam no 10025ba 192 ( b ) non decorative type and block board core anodised alluminium butt hinges in flush door shutters ( 2 ) 35 mm thick. m412 193 precast concrete blocks ( 1:3:6 ) ( 39 x 20 x 19 cms ) m647 194 precast concrete block of c.c.1:3:6 m740 195 rajula stone m527...
39886482 e tender for labour charges of erection and maintenance work at kathwada s dn for under sabarmati division as and when required....
39886451 e tender for labour charges of erection and maintenance work at viramgam r s dn for under sabarmati division as and when required...
39886447 e tender for labour charges of erection and maintenance work at vinzol s dn for under sabarmati division as and when required....
39886431 supply of labour for loading/unloading of distibution transformers,ct/pt and other materials under store/tms section under limbdi division at limbdi...
39886383 providing labour work for geo urja mapping & consumer indexing at any s/dn under limbdi division...
39880207 bids are invited for custom bid for services repair of toro green mower with fwg incl labour charge: total quantity :...
39873134 tender document for supplying diffrent civil materials,tractor/chota hathi and masons and labour/supervisor for various civil work,tilesflooring,docking stone,central verge,paverblock and other miscellenious civil repairing work in east and other route of ahmedabad janmarg ltd....
39872788 paver work labour charges for laying of different types of hot mox material to different site prepared from palodar govt hot mix plant dist : mehsana ( annual rate ) ...
39872763 providing, fixing and arranging furniture of newcourt building for industrial and labour courtat vesu surat (furniture work consultancy)...
39872708 tender for supplying material, labour & tractor/chota hathi for reparing of curbing, central verge,paver block, and other civil work on diffrent west side and other brts route in amdavad janmarg ltd...
39855147 labour charges for operating drum mix plant at sevaliya & laying of various hot mix materials at site of work & other miscellaneous works...
39847568 e tender for sla based ofc maintenance works under de cntxw bhuj ; 3 brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete 4 plastering in c.m 1:5 12 mm thick with including cost and conveyance of all materials and including all labour charges etc complete 5 plastering in c.m 1:5 12 mm thick with including cost and conveyance of all materials and in 6 b ) ci bend 22.5° ( 250mm dia ) 7 construction of chamber for 100mm sluice plates 8 construction of chamber for 100mm sluices valve 9 supplying, conveying and fixing spls. including ea 10 supplying, conveying and fixing spls. including eart 11 construction of chamber for 100mm sluice plates 12 construction of chamber for 100mm sluices valve 13 laying and jointing pvc pipe. heading 14 plain cement concrete 1:4:8 ( one cement four fine aggregates and eight coarse aggregates ) using 15 brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost 16 construction of chamber for 100mm sluices valve 17 the total value of schedule1 18 the total value of schedule4...
39847531 tender for sla based ofc maintenance works under de cntxw jamnagar ; 2 e tender enquiry document for sla based ofc maintenance worksunder de cntxw jamnagar 3 brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete 4 plastering in c.m 1:5 12 mm thick with including cost and conveyance of all materials and including all labour charges etc complete 5 plastering in c.m 1:5 12 mm thick with including cost and conveyance of all materials and in 6 b ) ci bend 22.5° ( 250mm dia ) 7 construction of chamber for 100mm sluice plates 8 construction of chamber for 100mm sluices valve 9 supplying, conveying and fixing spls. including ea 10 supplying, conveying and fixing spls. including eart 11 construction of chamber for 100mm sluice plates 12 construction of chamber for 100mm sluices valve 13 laying and jointing pvc pipe. heading 14 plain cement concrete 1:4:8 ( one cement four fine aggregates and eight coarse aggregates ) using 15 brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost 16 construction of chamber for 100mm sluices valve 17 the total value of schedule1 18 the total value of schedule4...
39845722 bids are invited for manpower outsourcing services minimum wage skilled; admin; clerk , manpower outsourcing services minimum wage skilled; others; electrician , manpower outsourcing services minimum wage unskilled; others; watch and ward , manpower outsourcing services minimum wage unskilled; others; mazdoor / labour , manpower outsourcing services minimum wage unskilled; admin; multi tasking staff , manpower outsourcing services minimum wage unskilled; others; sweeper total quantity :...
39843137 bids are invited for manpower outsourcing services minimum wage unskilled; others; mazdoor / labour total quantity :...
39838322 tender for labour work for construction of building....
39835705 labour work for capital & maintenance of ht, lt line and maintenance work for kundhada feeder under bagdana sub division...
39821367 tender for supply of construction materials, labour works, providing stationary, motor re widening works, computer maintenance works, providing flex banner/board, fabrication works, mandap decoration works, photography/video shooting, xerox works....
39812505 tender for supply of jcb, tractor trolley and machinery with labour....
39811345 tender for providing tractor trolley with labour....
39811181 tender for labour works for hand laying works....
39809278 tender for short term maintenance work between km. 0.000 to 22.800 of nh 953 songadh bardipada section of nh 953 in the state of gujarat; 2 providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes / shoulders conformingtotechnicalspecificationsclauseno. 3002.fillmaterialshouldbebroughtfromborrow areas located outside row conforming to technical specification no. 305. watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the engineer ( quantity ofcompactedfillmaterialtobemeasuredon cross sectional area basis ) 3 clearing and grubbing road land . ( clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. ) ( i ) by manual means;a. in area of light jungle 4 providing, laying and compacting granular sub base ( gsb ) withapprovedmaterialscompleteas per technicalspecificationsclause401conforming to table400 1asperapprovalof engineer in charge. ( for grading iii material ) 5 providing, laying and compacting wet mix macadam ( wmm ) base course with approved materials complete aspertechnicalspecificationsclauseno.406of morth & asperapprovalof engineer in charge. 6 providing, layingandcompactingdensegraded bituminousmacadamcompleteaspertechnical specificationclauseno.505includingtackcoatas per technical specifications clause no.503 using vg 40 grade bitumen ) [ for grade ii, bitumen@4.5% rate ] 7 providing, layingandcompactingbituminous concreteaspertechnicalspecificationclauseno. 507 including tack coat as per technical specifications clause no. 503 using vg 40 grade bitumen ) [ for grade ii, bitumen@5.4% rate ] 8 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( iii ) upto 1.5 mm thickness 9 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( ii ) 1.5 to 3.0 mm thickness 10 slurry seal : providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( i ) 3.0 to 5.0 mm thickness 11 fog seal : providing and applying low viscosity bitumen emulsion forsealingcrackslessthen3mmwideorincipient frettingordisintegrationinanexistingbitumenous surfacing complete as per morth specificaions clause 3004.3.2 and as per direction of the engineer in charge 12 restoration of rain cuts ( restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes ) 13 hire charges for jcb machine for removal of earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. completed. 14 hire charges for hydraulic excavator / hitachi or equivalentmachine / crawler mounted excavator ( bucket capacity > 1.0 cum ) for removal of earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, pol etc. 15 hire charges for tractor with trolly / blade on front and cultivator on back including diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. 16 supplying labour per day at site of work for different type of work as directed ( with tools and plants ) 17 bituminous cold mix ( including gravel emulsion ) ( providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. ) ( i ) using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate 18 repairtoalltypesofdamagedbrickmasonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using brickmasonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1300. the rate quoted should be after due consideration of the salvage value of the dismantled material. 19 repairtoalltypesofdamagedstone masonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using random rubble masonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1400. the rate quoted should be after due consideration of the salvage value of the dismantled material. 20 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( a ) pcc grade m15 21 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( f ) rcc grade m25 22 plain / reinforced cement concrete in super structure as per drawing and technical specification ( a ) grade m20 23 supplying, fitting and placing tmt bar fe 550d reinforcement complete as per drawing and technical specifications 24 applying epoxy mortar over leached honey combed and spalled concrete surface and exposed steel reinforcement complete as per technica l specifications clause 2804 and as per approval of the engineer. 25 guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per technical specification 26 providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting / removal and sealing of the hole as necessary of nipples after completion of grouting with cement / epoxy 27 sealing of cracks / porous concrete by injection process through nipples / grouting complete as per technical specification. ( a ) cement grout 28 sealing of crack / porous concrete with epoxy grout by injection through nipples complete as per clause 2803.1. 29 gabian structure for erosion control, river training works and protection works ( providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 mpa conforming to is:280 and galvanizing coating conforming to is:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. ) 30 laying reinforced cement concrete pipe np4 / prestrssed concrete pipe on first class bedding in single row . ( laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. ( a ) 1000 mm dia. 31 providing and laying stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications clause no. 2504 complete in all respects as directed by engineer 32 providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. 33 providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification. 34 back filling behind abutment, wing wall and return wall complete as per drawing and technical specification ( a ) granular material 35 type a, w : metal beam crash barrier ( providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 ) 36 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. ) 37 supply & fixing cats eye ( stimsonite ) made out acrilo beautile sterine injuction high compressed molding with reflector made of mmc prismatic type size 12cms. x 6cms x 2.5cms. provided with bituminous adhesive 100gms with each unit for fixing. 38 retro reflectorised traffic signs ( route marker sign / chevron board: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xi ) 60 cm x 50 cm rectangular 39 hazard marker sign :direction and place identification signs upto 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) 40 retro reflectorised traffic signs ( cautionary / warning sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( iv ) 60 cm equilateral triangle 41 retro reflectorised traffic signs ( speed limit sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( viii ) 60 cm circular 42 retro reflectorised traffic signs ( village name board / accident prone zone sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( ix ) 90 cm x 75 cm rectangular 43 retro reflectorised traffic signs ( bump ahead / misc / name. ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xii ) 60 cm x 45 cm rectangular 44 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( i ) 5th kilometre stone ( precast ) 45 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( ii ) ordinary kilometer stone ( precast ) 46 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( iii ) hectometer stone ( precast ) 47 applying two coats of geru & lime on tree up to 1.50 mtr height ( 1.20 mtr. geru + 0.30 mtr. lime including cost of labour, material etc. complete.for tree with all perimeter 48 painting two coats on new concrete surfaces ( painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ) 49 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( i ) ordinary kilometer stone 50 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iii ) 5th kilometer stone. 51 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iv ) hectometer stone ( 200m stone ) 52 numbering the c.d. work with approved paint including all materials for painting etc. complete 53 cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt / dustup to 100 metre away as directed by engineer in chargesetc. complete. 54 tree guard sign : providing & fixing sign board made out of 2mm aluminium sheet / 3mm acp ( aluminum composite panel ) , size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest m.o.s.t. specifications. a warranty for 10 years for the retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. ( a ) class c type 11 retro reflective sheeting 55 flexible median marker : providing and fixing of flexible median marker that are made of tough, high impact resistant, injection molded, thermoplastic body with property of flexibility to provide high durability. the dimension of flexible median marker should not exceed 18.4 cm in height ( including shank height ) , 12.5 cm in width. , 0.65 cm in thickness and shank depth shall be 3.4 cm the body structure shall be rounded at all its corners and edges. the plastic used for molding the flexible median marker should survive impact load of 5kg continuously for 750 times at room temperature. the logo of the manufacturer shall be embossed on either side of the body in the injection molding process. the median marker shall have flame like shaped body with, fluorescent yellow color retro reflective sheeting of size not less than 90 cm square, with fully reflective micro prismatic cube corners as its retro reflective elements as per irc 67 2012 and astm d4956 09 type xi specifications reflectivity values. the retro reflective sheeting shall be one or both sides of the flexible median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. the flexible median marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer and engineer in charge. 56 rumble strips ( providing rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide at ocations sugeested by authority to control speed, marked with white strips of road marking paint.nos. and spacing as directed by engineer incharge. 57 providing and fixing pre cast rubber dye inter locking concrete block 60mm thick with grade of concrete m200 pnumatic compressed by mechanically pressed and as per approved design including 75mm sand layer / mixing of stone dust and 2 4mm grit pareticle for levelling and filling the joint with sand in proper line and level etc complete....
39809015 short term maintenance work between km. 507 / 300 to 535 / 500 of n.h. 56 ( movi netrang kelikuva section ) in the state of gujarat.; 2 providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes / shoulders conformingtotechnicalspecificationsclauseno. 3002.fillmaterialshouldbebroughtfromborrow areas located outside row conforming to technical specification no. 305. watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the engineer ( quantity ofcompactedfillmaterialtobemeasuredon cross sectional area basis ) 3 clearing and grubbing road land . ( clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. ) ( i ) by manual means;a. in area of light jungle 4 providing, laying and compacting granular sub base ( gsb ) withapprovedmaterialscompleteas per technicalspecificationsclause401conforming to table400 1asperapprovalof engineer in charge. ( for grading iii material ) 5 providing, laying and compacting wet mix macadam ( wmm ) base course with approved materials complete aspertechnicalspecificationsclauseno.406of morth & asperapprovalof engineer in charge. 6 providing, layingandcompactingdensegraded bituminousmacadamcompleteaspertechnical specificationclauseno.505includingtackcoatas per technical specifications clause no.503 using vg 40 grade bitumen ) [ for grade ii, bitumen@4.5% rate ] 7 providing, layingandcompactingbituminous concreteaspertechnicalspecificationclauseno. 507 including tack coat as per technical specifications clause no. 503 using vg 40 grade bitumen ) [ for grade ii, bitumen@5.4% rate ] 8 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( iii ) upto 1.5 mm thickness 9 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( ii ) 1.5 to 3.0 mm thickness 10 slurry seal : providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( i ) 3.0 to 5.0 mm thickness 11 fog seal : providing and applying low viscosity bitumen emulsion forsealingcrackslessthen3mmwideorincipient frettingordisintegrationinanexistingbitumenous surfacing complete as per morth specificaions clause 3004.3.2 and as per direction of the engineer in charge 12 restoration of rain cuts ( restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes ) 13 hire charges for jcb machine for removal of earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. completed. 14 hire charges for hydraulic excavator / hitachi or equivalentmachine / crawler mounted excavator ( bucket capacity > 1.0 cum ) for removal of earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, pol etc. 15 hire charges for tractor with trolly / blade on front and cultivator on back including diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. 16 supplying labour per day at site of work for different type of work as directed ( with tools and plants ) 17 bituminous cold mix ( including gravel emulsion ) ( providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. ) ( i ) using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate 18 repairtoalltypesofdamagedbrickmasonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using brickmasonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1300. the rate quoted should be after due consideration of the salvage value of the dismantled material. 19 repairtoalltypesofdamagedstone masonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using random rubble masonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1400. the rate quoted should be after due consideration of the salvage value of the dismantled material. 20 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( a ) pcc grade m15 21 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( f ) rcc grade m25 22 plain / reinforced cement concrete in super structure as per drawing and technical specification ( a ) grade m20 23 supplying, fitting and placing tmt bar fe 550d reinforcement complete as per drawing and technical specifications 24 applying epoxy mortar over leached honey combed and spalled concrete surface and exposed steel reinforcement complete as per technica l specifications clause 2804 and as per approval of the engineer. 25 guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per technical specification 26 providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting / removal and sealing of the hole as necessary of nipples after completion of grouting with cement / epoxy 27 sealing of cracks / porous concrete by injection process through nipples / grouting complete as per technical specification. ( a ) cement grout 28 sealing of crack / porous concrete with epoxy grout by injection through nipples complete as per clause 2803.1. 29 gabian structure for erosion control, river training works and protection works ( providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 mpa conforming to is:280 and galvanizing coating conforming to is:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. ) 30 laying reinforced cement concrete pipe np4 / prestrssed concrete pipe on first class bedding in single row . ( laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. ( a ) 1000 mm dia. 31 providing and laying stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications clause no. 2504 complete in all respects as directed by engineer 32 providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. 33 providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification. 34 back filling behind abutment, wing wall and return wall complete as per drawing and technical specification ( a ) granular material 35 type a, w : metal beam crash barrier ( providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 ) 36 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. ) 37 supply & fixing cats eye ( stimsonite ) made out acrilo beautile sterine injuction high compressed molding with reflector made of mmc prismatic type size 12cms. x 6cms x 2.5cms. provided with bituminous adhesive 100gms with each unit for fixing. 38 retro reflectorised traffic signs ( route marker sign / chevron board: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xi ) 60 cm x 50 cm rectangular 39 hazard marker sign :direction and place identification signs upto 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) 40 retro reflectorised traffic signs ( cautionary / warning sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( iv ) 60 cm equilateral triangle 41 retro reflectorised traffic signs ( speed limit sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( viii ) 60 cm circular 42 retro reflectorised traffic signs ( village name board / accident prone zone sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( ix ) 90 cm x 75 cm rectangular 43 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( i ) 5th kilometre stone ( precast ) 44 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( ii ) ordinary kilometer stone ( precast ) 45 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( iii ) hectometer stone ( precast ) 46 applying two coats of geru & lime on tree up to 1.50 mtr height ( 1.20 mtr. geru + 0.30 mtr. lime including cost of labour, material etc. complete.for tree with all perimeter 47 painting two coats on new concrete surfaces ( painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ) 48 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( i ) ordinary kilometer stone 49 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iii ) 5th kilometer stone. 50 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iv ) hectometer stone ( 200m stone ) 51 numbering the c.d. work with approved paint including all materials for painting etc. complete 52 cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt / dustup to 100 metre away as directed by engineer in chargesetc. complete. 53 tree guard sign : providing & fixing sign board made out of 2mm aluminium sheet / 3mm acp ( aluminum composite panel ) , size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest m.o.s.t. specifications. a warranty for 10 years for the retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. ( a ) class c type 11 retro reflective sheeting 54 rumble strips ( providing rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide at ocations sugeested by authority to control speed, marked with white strips of road marking paint.nos. and spacing as directed by engineer incharge....
39809001 short term maintenance work between km. 535 / 500 to 566.900 of n.h. 56 ( kelikuva zankhwav mandvi section ) in the state of gujarat. ; 2 providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes / shoulders conformingtotechnicalspecificationsclauseno. 3002.fillmaterialshouldbebroughtfromborrow areas located outside row conforming to technical specification no. 305. watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the engineer ( quantity ofcompactedfillmaterialtobemeasuredon cross sectional area basis ) 3 clearing and grubbing road land . ( clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. ) ( i ) by manual means;a. in area of light jungle 4 providing, laying and compacting granular sub base ( gsb ) withapprovedmaterialscompleteas per technicalspecificationsclause401conforming to table400 1asperapprovalof engineer in charge. ( for grading iii material ) 5 providing, laying and compacting wet mix macadam ( wmm ) base course with approved materials complete aspertechnicalspecificationsclauseno.406of morth & asperapprovalof engineer in charge. 6 providing, layingandcompactingdensegraded bituminousmacadamcompleteaspertechnical specificationclauseno.505includingtackcoatas per technical specifications clause no.503 using vg 40 grade bitumen ) [ for grade ii, bitumen@4.5% rate ] 7 providing, layingandcompactingbituminous concreteaspertechnicalspecificationclauseno. 507 including tack coat as per technical specifications clause no. 503 using vg 40 grade bitumen ) [ for grade ii, bitumen@5.4% rate ] 8 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( iii ) upto 1.5 mm thickness 9 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( ii ) 1.5 to 3.0 mm thickness 10 slurry seal : providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( i ) 3.0 to 5.0 mm thickness 11 restoration of rain cuts ( restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes ) 12 hire charges for jcb machine for removal of earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. completed. 13 hire charges for hydraulic excavator / hitachi or equivalentmachine / crawler mounted excavator ( bucket capacity > 1.0 cum ) for removal of earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, pol etc. 14 hire charges for tractor with trolly / blade on front and cultivator on back including diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. 15 supplying labour per day at site of work for different type of work as directed ( with tools and plants ) 16 repairtoalltypesofdamagedbrickmasonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using brickmasonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1300. the rate quoted should be after due consideration of the salvage value of the dismantled material. 17 repairtoalltypesofdamagedstone masonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using random rubble masonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1400. the rate quoted should be after due consideration of the salvage value of the dismantled material. 18 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( a ) pcc grade m15 19 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( f ) rcc grade m25 20 plain / reinforced cement concrete in super structure as per drawing and technical specification ( a ) grade m20 21 supplying, fitting and placing tmt bar fe 550d reinforcement complete as per drawing and technical specifications 22 applying epoxy mortar over leached honey combed and spalled concrete surface and exposed steel reinforcement complete as per technica l specifications clause 2804 and as per approval of the engineer. 23 guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per technical specification 24 providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting / removal and sealing of the hole as necessary of nipples after completion of grouting with cement / epoxy 25 sealing of cracks / porous concrete by injection process through nipples / grouting complete as per technical specification. ( a ) cement grout 26 sealing of crack / porous concrete with epoxy grout by injection through nipples complete as per clause 2803.1. 27 laying reinforced cement concrete pipe np4 / prestrssed concrete pipe on first class bedding in single row . ( laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. ( a ) 1000 mm dia. 28 providing and laying stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications clause no. 2504 complete in all respects as directed by engineer 29 providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. 30 back filling behind abutment, wing wall and return wall complete as per drawing and technical specification ( a ) granular material 31 type a, w : metal beam crash barrier ( providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 ) 32 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. ) 33 supply & fixing cats eye ( stimsonite ) made out acrilo beautile sterine injuction high compressed molding with reflector made of mmc prismatic type size 12cms. x 6cms x 2.5cms. provided with bituminous adhesive 100gms with each unit for fixing. 34 retro reflectorised traffic signs ( route marker sign / chevron board: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xi ) 60 cm x 50 cm rectangular 35 hazard marker sign :direction and place identification signs upto 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) 36 retro reflectorised traffic signs ( cautionary / warning sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( iv ) 60 cm equilateral triangle 37 retro reflectorised traffic signs ( speed limit sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( viii ) 60 cm circular 38 retro reflectorised traffic signs ( village name board / accident prone zone sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( ix ) 90 cm x 75 cm rectangular 39 retro reflectorised traffic signs ( bump ahead / misc / name. ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xii ) 60 cm x 45 cm rectangular 40 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( i ) 5th kilometre stone ( precast ) 41 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( ii ) ordinary kilometer stone ( precast ) 42 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( iii ) hectometer stone ( precast ) 43 applying two coats of geru & lime on tree up to 1.50 mtr height ( 1.20 mtr. geru + 0.30 mtr. lime including cost of labour, material etc. complete.for tree with all perimeter 44 painting two coats on new concrete surfaces ( painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ) 45 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( i ) ordinary kilometer stone 46 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iii ) 5th kilometer stone. 47 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iv ) hectometer stone ( 200m stone ) 48 numbering the c.d. work with approved paint including all materials for painting etc. complete 49 cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt / dustup to 100 metre away as directed by engineer in chargesetc. complete. 50 tree guard sign : providing & fixing sign board made out of 2mm aluminium sheet / 3mm acp ( aluminum composite panel ) , size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest m.o.s.t. specifications. a warranty for 10 years for the retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. ( a ) class c type 11 retro reflective sheeting 51 rumble strips ( providing rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide at ocations sugeested by authority to control speed, marked with white strips of road marking paint.nos. and spacing as directed by engineer incharge. 52 providing and fixing pre cast rubber dye inter locking concrete block 60mm thick with grade of concrete m200 pnumatic compressed by mechanically pressed and as per approved design including 75mm sand layer / mixing of stone dust and 2 4mm grit pareticle for levelling and filling the joint with sand in proper line and level etc complete....
39808980 tender for short term maintenance work between km. 459 / 500 to 483 / 500 of nh 56 devaliya rajpipla section in the state of gujarat. ; 2 clearing and grubbing road land . ( clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. ) ( i ) by manual means;a. in area of light jungle 3 providing, laying and compacting granular sub base ( gsb ) withapprovedmaterialscompleteas per technicalspecificationsclause401conforming to table400 1asperapprovalof engineer in charge. ( for grading iii material ) 4 providing, laying and compacting wet mix macadam ( wmm ) base course with approved materials complete aspertechnicalspecificationsclauseno.406of morth & asperapprovalof engineer in charge. 5 providing, layingandcompactingdensegraded bituminousmacadamcompleteaspertechnical specificationclauseno.505includingtackcoatas per technical specifications clause no.503 using vg 40 grade bitumen ) [ for grade ii, bitumen@4.5% rate ] 6 providing, layingandcompactingbituminous concreteaspertechnicalspecificationclauseno. 507 including tack coat as per technical specifications clause no. 503 using vg 40 grade bitumen ) [ for grade ii, bitumen@5.4% rate ] 7 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( iii ) upto 1.5 mm thickness 8 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( ii ) 1.5 to 3.0 mm thickness 9 slurry seal : providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( i ) 3.0 to 5.0 mm thickness 10 fog seal : providing and applying low viscosity bitumen emulsion forsealingcrackslessthen3mmwideorincipient frettingordisintegrationinanexistingbitumenous surfacing complete as per morth specificaions clause 3004.3.2 and as per direction of the engineer in charge 11 hire charges for jcb machine for removal of earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. completed. 12 hire charges for hydraulic excavator / hitachi or equivalentmachine / crawler mounted excavator ( bucket capacity > 1.0 cum ) for removal of earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, pol etc. 13 hire charges for tractor with trolly / blade on front and cultivator on back including diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. 14 supplying labour per day at site of work for different type of work as directed ( with tools and plants ) 15 bituminous cold mix ( including gravel emulsion ) ( providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. ) ( i ) using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate 16 filling pot holes and patch repairs with bituminous concrete, 40mm. ( removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ) ( ii ) for grading ii material 17 providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification. 18 back filling behind abutment, wing wall and return wall complete as per drawing and technical specification ( a ) granular material 19 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. ) 20 supply & fixing cats eye ( stimsonite ) made out acrilo beautile sterine injuction high compressed molding with reflector made of mmc prismatic type size 12cms. x 6cms x 2.5cms. provided with bituminous adhesive 100gms with each unit for fixing. 21 retro reflectorised traffic signs ( route marker sign / chevron board: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xi ) 60 cm x 50 cm rectangular 22 hazard marker sign :direction and place identification signs upto 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) 23 retro reflectorised traffic signs ( cautionary / warning sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( iv ) 60 cm equilateral triangle 24 retro reflectorised traffic signs ( speed limit sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( viii ) 60 cm circular 25 retro reflectorised traffic signs ( village name board / accident prone zone sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( ix ) 90 cm x 75 cm rectangular 26 supplying & fixing jumbo bollard sign l type made out of 1.5 mm thick c.r.c. sheet height 155cms. bottom diameter 30cms. top diameter18cms. fabricated as per attacged drawing, pretreated with phospheting process painted with epoxy coatings, reflectorised with sheetings specified by m.o.s.t. latest specification. ( engineer grade ) . 27 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( i ) 5th kilometre stone ( precast ) 28 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( ii ) ordinary kilometer stone ( precast ) 29 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( iii ) hectometer stone ( precast ) 30 cast in situ cement concrete m20 kerb ( construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in m 20 grade pcc on m 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 ) . 31 maintenance of hedge for one year ( maintenace for remaining dlp period ) . 32 clearing grass and removal of rubbish 33 painting two coats on new concrete surfaces ( painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ) 34 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( i ) ordinary kilometer stone 35 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iii ) 5th kilometer stone. 36 cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt / dustup to 100 metre away as directed by engineer in chargesetc. complete. 37 rumble strips ( providing rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide at ocations sugeested by authority to control speed, marked with white strips of road marking paint.nos. and spacing as directed by engineer incharge....
39808968 tender for short term maintenance work between km. 572.000 to 604.000 ( tarsada kanja vyara kapura section ) of n.h. 56 in the state of gujarat.; 2 providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes / shoulders conformingtotechnicalspecificationsclauseno. 3002.fillmaterialshouldbebroughtfromborrow areas located outside row conforming to technical specification no. 305. watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the engineer ( quantity ofcompactedfillmaterialtobemeasuredon cross sectional area basis ) 3 clearing and grubbing road land . ( clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. ) ( i ) by manual means;a. in area of light jungle 4 providing, laying and compacting granular sub base ( gsb ) withapprovedmaterialscompleteas per technicalspecificationsclause401conforming to table400 1asperapprovalof engineer in charge. ( for grading iii material ) 5 providing, laying and compacting wet mix macadam ( wmm ) base course with approved materials complete aspertechnicalspecificationsclauseno.406of morth & asperapprovalof engineer in charge. 6 providing, layingandcompactingdensegraded bituminousmacadamcompleteaspertechnical specificationclauseno.505includingtackcoatas per technical specifications clause no.503 using vg 40 grade bitumen ) [ for grade ii, bitumen@4.5% rate ] 7 providing, layingandcompactingbituminous concreteaspertechnicalspecificationclauseno. 507 including tack coat as per technical specifications clause no. 503 using vg 40 grade bitumen ) [ for grade ii, bitumen@5.4% rate ] 8 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( iii ) upto 1.5 mm thickness 9 slurry seal providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( ii ) 1.5 to 3.0 mm thickness 10 slurry seal : providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface ) ( i ) 3.0 to 5.0 mm thickness 11 fog seal : providing and applying low viscosity bitumen emulsion forsealingcrackslessthen3mmwideorincipient frettingordisintegrationinanexistingbitumenous surfacing complete as per morth specificaions clause 3004.3.2 and as per direction of the engineer in charge 12 restoration of rain cuts ( restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes ) 13 hire charges for jcb machine for removal of earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. completed. 14 hire charges for hydraulic excavator / hitachi or equivalentmachine / crawler mounted excavator ( bucket capacity > 1.0 cum ) for removal of earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, pol etc. 15 hire charges for tractor with trolly / blade on front and cultivator on back including diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. 16 supplying labour per day at site of work for different type of work as directed ( with tools and plants ) 17 repairtoalltypesofdamagedbrickmasonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using brickmasonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1300. the rate quoted should be after due consideration of the salvage value of the dismantled material. 18 repairtoalltypesofdamagedstone masonry work in superstructure and substructure of bridges / cd works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using random rubble masonry workincement mortar 1:3 completeinallrespectsasdirectedbytheengineer in charge conformingtomorth specifications clause no. 1000 and 1400. the rate quoted should be after due consideration of the salvage value of the dismantled material. 19 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( a ) pcc grade m15 20 plain / reinforced cement concrete in sub structure complete as per drawing and technical specifications ( f ) rcc grade m25 21 plain / reinforced cement concrete in super structure as per drawing and technical specification ( a ) grade m20 22 supplying, fitting and placing tmt bar fe 550d reinforcement complete as per drawing and technical specifications 23 applying epoxy mortar over leached honey combed and spalled concrete surface and exposed steel reinforcement complete as per technica l specifications clause 2804 and as per approval of the engineer. 24 guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per technical specification 25 providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting / removal and sealing of the hole as necessary of nipples after completion of grouting with cement / epoxy 26 sealing of cracks / porous concrete by injection process through nipples / grouting complete as per technical specification. ( a ) cement grout 27 sealing of crack / porous concrete with epoxy grout by injection through nipples complete as per clause 2803.1. 28 gabian structure for erosion control, river training works and protection works ( providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 mpa conforming to is:280 and galvanizing coating conforming to is:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire. ) 29 laying reinforced cement concrete pipe np4 / prestrssed concrete pipe on first class bedding in single row . ( laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. ( a ) 1000 mm dia. 30 providing and laying stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications clause no. 2504 complete in all respects as directed by engineer 31 providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. 32 back filling behind abutment, wing wall and return wall complete as per drawing and technical specification ( a ) granular material 33 type a, w : metal beam crash barrier ( providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 ) 34 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. ) 35 supply & fixing cats eye ( stimsonite ) made out acrilo beautile sterine injuction high compressed molding with reflector made of mmc prismatic type size 12cms. x 6cms x 2.5cms. provided with bituminous adhesive 100gms with each unit for fixing. 36 retro reflectorised traffic signs ( route marker sign / chevron board: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xi ) 60 cm x 50 cm rectangular 37 hazard marker sign :direction and place identification signs upto 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) 38 retro reflectorised traffic signs ( cautionary / warning sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( iv ) 60 cm equilateral triangle 39 retro reflectorised traffic signs ( speed limit sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( viii ) 60 cm circular 40 retro reflectorised traffic signs ( bump ahead / misc / name. ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( xii ) 60 cm x 45 cm rectangular 41 retro reflectorised traffic signs ( village name board / accident prone zone sign: ) ( providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) ( ix ) 90 cm x 75 cm rectangular 42 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( i ) 5th kilometre stone ( precast ) 43 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( ii ) ordinary kilometer stone ( precast ) 44 kilo metre stone ( reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc ) ( iii ) hectometer stone ( precast ) 45 applying two coats of geru & lime on tree up to 1.50 mtr height ( 1.20 mtr. geru + 0.30 mtr. lime including cost of labour, material etc. complete.for tree with all perimeter 46 painting two coats on new concrete surfaces ( painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ) 47 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( i ) ordinary kilometer stone 48 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iii ) 5th kilometer stone. 49 painting and printing letters on kilometer stone 3 coats with synthetic enamel paint. ( iv ) hectometer stone ( 200m stone ) 50 numbering the c.d. work with approved paint including all materials for painting etc. complete 51 cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt / dustup to 100 metre away as directed by engineer in chargesetc. complete. 52 tree guard sign : providing & fixing sign board made out of 2mm aluminium sheet / 3mm acp ( aluminum composite panel ) , size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest m.o.s.t. specifications. a warranty for 10 years for the retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. ( a ) class c type 11 retro reflective sheeting 53 flexible median marker : providing and fixing of flexible median marker that are made of tough, high impact resistant, injection molded, thermoplastic body with property of flexibility to provide high durability. the dimension of flexible median marker should not exceed 18.4 cm in height ( including shank height ) , 12.5 cm in width. , 0.65 cm in thickness and shank depth shall be 3.4 cm the body structure shall be rounded at all its corners and edges. the plastic used for molding the flexible median marker should survive impact load of 5kg continuously for 750 times at room temperature. the logo of the manufacturer shall be embossed on either side of the body in the injection molding process. the median marker shall have flame like shaped body with, fluorescent yellow color retro reflective sheeting of size not less than 90 cm square, with fully reflective micro prismatic cube corners as its retro reflective elements as per irc 67 2012 and astm d4956 09 type xi specifications reflectivity values. the retro reflective sheeting shall be one or both sides of the flexible median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. the flexible median marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer and engineer in charge. 54 rumble strips ( providing rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide at ocations sugeested by authority to control speed, marked with white strips of road marking paint.nos. and spacing as directed by engineer incharge. 55 providing and fixing pre cast rubber dye inter locking concrete block 60mm thick with grade of concrete m200 pnumatic compressed by mechanically pressed and as per approved design including 75mm sand layer / mixing of stone dust and 2 4mm grit pareticle for levelling and filling the joint with sand in proper line and level etc complete....
39806452 labour work for conveying, lowering, laying and jointing of various diameter d.i.c.l pipeline for strengthening of existing network of all esr under pal palanpur wds in new west zone, surat....
39806439 tender is invited for work of labour charges for xlpe with uv coating on 34mm2(1.2 mm thick), 100 sqmm (2.0 mm thick) and 55 sqmm aaa (1.2 mm thick) conductor for various sub division under surat urban division”...
39793510 tender for providing labour for water supply repair and maintenance works....